{"id":4153,"date":"2026-05-19T02:05:39","date_gmt":"2026-05-19T02:05:39","guid":{"rendered":"https:\/\/zxweldingrobot.com\/?p=4153"},"modified":"2026-05-19T02:05:39","modified_gmt":"2026-05-19T02:05:39","slug":"welding-procedure-specification","status":"publish","type":"post","link":"https:\/\/zxweldingrobot.com\/es\/blog\/welding-procedure-specification\/","title":{"rendered":"Welding Procedure Specification: Complete WPS Guide [2026]"},"content":{"rendered":"<div class=\"seo-blog-content\" style=\"padding: 0px 0;\">\n<p><!-- H1 --><\/p>\n<p><!-- INTRO \u2014 focus keyword in first 50 words, Featured Snippet targeting --><\/p>\n<p>A welding procedure specification is the backbone of your welding operation, controlling how every qualified weld is made &#8211; the procedure, materials, parameters, and tests used to turn an as-delivered joint into a code-conforming weld. A weld procedure specification that is not written and qualified correctly is an insurmountable barrier to re-assurance from any inspector, contractor, or auditor that a weld will perform adequately in-service.<\/p>\n<p>In this guide we will walk through the full WPS lifecycle: what a welding procedure specification contains, how it differs from a Procedure Qualification Record (PQR), which code specification applies to your work, and how robotic welding makes WPS documents even more important &#8211; not less. Whether you are writing your first section IX compliant WPS or reviewing a world class AWS D1.1:2025 prequalified WPS, this guide covers it all.<\/p>\n<p><!-- QUICK SPECS CARD --><\/p>\n<div style=\"margin: 32px 0; padding: 20px 24px; background: #f5f5f5; border: 1px solid #e0e0e0; border-top: 3px solid #2d2d2d;\">\n<h3 style=\"margin: 0 0 16px;\">WPS Quick Reference<\/h3>\n<table style=\"width: 100%; border-collapse: collapse;\">\n<tbody>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 8px 12px; font-weight: 600; width: 40%; color: #6b7280;\">Document Type<\/td>\n<td style=\"padding: 8px 12px;\">Formal written welding standard (instruction document)<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0; background: #ffffff;\">\n<td style=\"padding: 8px 12px; font-weight: 600; color: #6b7280;\">Governing Bodies<\/td>\n<td style=\"padding: 8px 12px;\">ASME Section IX, AWS D1.1:2025, ISO 15614-1, API 1104<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 8px 12px; font-weight: 600; color: #6b7280;\">8 Essential Sections<\/td>\n<td style=\"padding: 8px 12px;\">Joint, base metal, filler, preheat, electrical parameters, position, PWHT, testing<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0; background: #ffffff;\">\n<td style=\"padding: 8px 12px; font-weight: 600; color: #6b7280;\">Supported Processes<\/td>\n<td style=\"padding: 8px 12px;\">SMAW, GMAW, FCAW, GTAW, SAW, PAW, and hybrid combinations<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 8px 12px; font-weight: 600; color: #6b7280;\">Qualification Path<\/td>\n<td style=\"padding: 8px 12px;\">pWPS \u2192 test coupon \u2192 PQR \u2192 certified WPS<\/td>\n<\/tr>\n<tr style=\"background: #ffffff;\">\n<td style=\"padding: 8px 12px; font-weight: 600; color: #6b7280;\">Validity<\/td>\n<td style=\"padding: 8px 12px;\">Valid until an essential variable changes beyond qualified range<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<p><!-- ==================== H2 #1 ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">What Is a Welding Procedure Specification (WPS)?<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4154\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/1-10.png\" alt=\"What Is a Welding Procedure Specification (WPS)?\" width=\"512\" height=\"512\" \/><\/p>\n<p><!-- [WEBSEARCH: aws.org\/swps] [WEBSEARCH: twi-global.com\/technical-knowledge\/faqs\/repair-rates] --><\/p>\n<p>A welding procedure specification sets out repeatable parameters for how an individual weld must be made in order to ensure quality. If you think of it as a recipe, then a WPS specifies the recipe for fabricating a joint: it defines in detail the process which can be used, what base metals and filler metals are allowed, at what settings to operate, in which directions the weld can be made, and what tests are required afterwards to prove the weld is defect free.<\/p>\n<p>The <a style=\"text-decoration: underline; text-underline-offset: 3px;\" href=\"https:\/\/pubs.aws.org\/p\/2199\/\" target=\"_blank\" rel=\"nofollow noopener\">American Welding Society standard AWS B2.1\/B2.1M:2021<\/a> defines a WPS as &#8220;a written document that provides direction to the welder or welding operator for making production welds in accordance with Code requirements.&#8221; Bear in mind the caveat &#8220;in accordance with Code requirements&#8221; \u2014 a WPS is not a suggestion. Under the ASME Boiler and Pressure Vessel Code, AWS D1.1 Structural Welding Code, and ISO 15614 internationally, a WPS is a mandatory pre-condition for certified production welding.<\/p>\n<p>Why does this documentation matter at scale? The Welding Institute (TWI) conducted an industry survey of weld repair rates across sectors: average repair rates for Oil &amp; Gas and Power industries range from 1 to 3%, with peak rates reaching 25% in specific locations and exceptional values documented at 55% in the worst cases. The major contributing factors are welder skill variability, weld accessibility, and poor joint fit-up prior to welding. A well-written, well-followed WPS directly addresses welder variability \u2014 it removes guesswork from the equation and sets a repeatable floor for weld quality.<\/p>\n<div style=\"margin: 24px 0; padding: 16px 20px; background: #f5f5f5; border: 1px solid #e0e0e0; border-radius: 2px;\">\n<div style=\"display: flex; align-items: center; gap: 8px; margin-bottom: 8px;\"><span style=\"font-size: 1.1em;\">\ud83d\udca1<\/span> <strong>Do You Always Need to Write Your Own WPS?<\/strong><\/div>\n<p style=\"margin: 0;\">Not always. The <a style=\"text-decoration: underline; text-underline-offset: 3px;\" href=\"https:\/\/www.aws.org\/about\/get-involved\/committees\/b2-committee-on-procedure-and-performance-qualification\/swps\/\" target=\"_blank\" rel=\"nofollow noopener\">American Welding Society publishes Standard Welding Procedure Specifications (SWPS)<\/a> \u2014 prequalified procedures for common applications using carbon steel, stainless steel, and aluminium. SWPSs are backed by published PQR data, which means a shop can adopt an SWPS and skip the testing phase entirely \u2014 provided the application falls within the SWPS&#8217;s defined scope. This is a significant time and cost saving that many smaller fabricators do not know about.<\/p>\n<\/div>\n<p>Essential point to understand: a welding procedure specification is not an optional quality tool but a required instruction set. Its goal: to make certified production welding generic while also removing wet-blowing supervision variation.<\/p>\n<p><!-- ==================== H2 #2 ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">WPS vs. PQR vs. WPQR \u2014 Understanding the Document Chain<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4156\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/3-9.png\" alt=\"WPS vs. PQR vs. WPQR \u2014 Understanding the Document Chain\" width=\"512\" height=\"512\" \/><\/p>\n<p>The three terms \u2014 WPS, PQR, and WPQR \u2014 are often used interchangeably in the field, but they are distinct documents serving different roles in the welding qualification process. Getting them mixed up is one of the fastest ways to fail a quality audit.<\/p>\n<p><!-- 3-Column Distinction Table --><\/p>\n<div style=\"margin: 24px 0; overflow-x: auto;\">\n<table style=\"width: 100%; border-collapse: collapse; border: 1px solid #e0e0e0;\">\n<thead>\n<tr style=\"background: #2d2d2d; color: #ffffff;\">\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Document<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">What It Is<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Who Uses It<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">WPS<br \/>\n<span style=\"font-weight: 400; color: #6b7280;\">Welding Procedure Specification<\/span><\/td>\n<td style=\"padding: 12px 16px;\">The instruction document. Tells the welder exactly how to make the weld: process, materials, parameters, position, preheat.<\/td>\n<td style=\"padding: 12px 16px;\">Welder, supervisor, inspector \u2014 daily production reference<\/td>\n<\/tr>\n<tr style=\"background: #f5f5f5; border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">PQR<br \/>\n<span style=\"font-weight: 400; color: #6b7280;\">Procedure Qualification Record<\/span><\/td>\n<td style=\"padding: 12px 16px;\">The test record. Documents the actual parameters used during a qualification test weld, plus the destructive\/NDT test results that confirm the procedure produces sound welds.<\/td>\n<td style=\"padding: 12px 16px;\">Welding engineer, auditor, third-party inspector \u2014 qualification evidence<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">WPQR<br \/>\n<span style=\"font-weight: 400; color: #6b7280;\">Welding Procedure Qualification Record<\/span><\/td>\n<td style=\"padding: 12px 16px;\">The European\/ISO equivalent of a PQR under ISO 15614-1. Used in EN-standard projects (European, UKCA, international).<\/td>\n<td style=\"padding: 12px 16px;\">European inspectors, notified bodies, EN-standard projects<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<h3 style=\"margin: 32px 0 12px;\">The 4-Stage WPS Qualification Method<\/h3>\n<p>The WPS qualification procedure is based on a 4 step sequence within ASME Section IX and AWS D1.1. It is important to master this procedure prior to writing your first WPS:<\/p>\n<div style=\"margin: 20px 0; padding: 16px 20px; background: #f5f5f5; border: 1px solid #e0e0e0; border-top: 3px solid #2d2d2d;\">\n<ol style=\"padding-left: 20px; margin: 0;\">\n<li style=\"padding: 6px 0;\">Draft a pWPS(Preliminary WPS)- Once the welding is planned then draft a welding procedure in advance, with all the essential and non-essential variables set at their planned production values.<\/li>\n<li style=\"padding: 6px 0;\">Weld a test coupon &#8211; Perform the pWPS conditions on a test plate or pipe coupon with the actual production materials using an approved welding operator.<\/li>\n<li style=\"padding: 6px 0;\">Test &amp; record (PQR) &#8211; Destructively test (tensile, bend, impact) &amp; non- destructively test ( radiographic, ultrasonic, visual) test coupon, and document actual parameters and test results in the Procedure Qualification Record.<\/li>\n<li style=\"padding: 6px 0;\">Issue the certified WPS &#8211; if the PQR results satisfy the Code, then produce the production WPS from this PQR as reference. This WPS becomes the contractual document for production fabrication.<\/li>\n<\/ol>\n<\/div>\n<p><strong>Key takeaway:<\/strong> The WPS and PQR are inseparable \u2014 the WPS is the instruction, the PQR is the proof. A WPS with no referenced PQR is not a qualified welding procedure under ASME or AWS Code (unless it is an approved SWPS).<\/p>\n<p><!-- ==================== H2 #3 ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">What&#8217;s Inside a WPS? The 8 Essential Sections<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4157\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/4-9.png\" alt=\"What's Inside a WPS? The 8 Essential Sections\" width=\"512\" height=\"512\" \/><\/p>\n<p>A compliant welding procedure specification must document every variable that could affect the mechanical properties and integrity of the finished weld. The <a style=\"text-decoration: underline; text-underline-offset: 3px;\" href=\"https:\/\/www.cwbgroup.org\/document\/id\/119E\" target=\"_blank\" rel=\"nofollow noopener\">Canadian Welding Bureau (CWB) Welding Procedure Guide<\/a> \u2014 one of the most detailed open references on WPS documentation \u2014 organises the required content into eight sections. Each section has a corresponding set of common errors that auditors frequently catch in the field.<\/p>\n<p><!-- 8-Section Checklist --><\/p>\n<ul style=\"margin: 20px 0; padding: 16px 20px; background: #f5f5f5; border: 1px solid #e0e0e0; list-style: none;\">\n<li style=\"padding: 8px 0; display: flex; align-items: flex-start; gap: 10px; border-bottom: 1px solid #e0e0e0;\"><span style=\"flex-shrink: 0; margin-top: 2px; font-weight: bold;\">1.<\/span>\n<div><strong>Joint Design<\/strong> \u2014 type (butt, fillet, groove), groove angle, root opening, backing material, and fit-up tolerances. <span style=\"color: #6b7280;\">Common error: tolerances not specified, allowing welders to fit up outside qualified range.<\/span><\/div>\n<\/li>\n<li style=\"padding: 8px 0; display: flex; align-items: flex-start; gap: 10px; border-bottom: 1px solid #e0e0e0; background: #f0f0f0;\"><span style=\"flex-shrink: 0; margin-top: 2px; font-weight: bold;\">2.<\/span>\n<div><strong>Base Metal<\/strong> \u2014 material specification, P-Number group, thickness range, and diameter range (pipe). <span style=\"color: #6b7280;\">Common error: P-Number not specified, making the WPS ungroupable under ASME IX.<\/span><\/div>\n<\/li>\n<li style=\"padding: 8px 0; display: flex; align-items: flex-start; gap: 10px; border-bottom: 1px solid #e0e0e0;\"><span style=\"flex-shrink: 0; margin-top: 2px; font-weight: bold;\">3.<\/span>\n<div><strong>Filler Metal<\/strong> \u2014 AWS classification, F-Number, A-Number, trade name, and flux designation (SAW). <span style=\"color: #6b7280;\">Common error: only trade name listed without AWS classification or A-Number \u2014 inadequate for audit purposes.<\/span><\/div>\n<\/li>\n<li style=\"padding: 8px 0; display: flex; align-items: flex-start; gap: 10px; border-bottom: 1px solid #e0e0e0; background: #f0f0f0;\"><span style=\"flex-shrink: 0; margin-top: 2px; font-weight: bold;\">4.<\/span>\n<div><strong>Preheat and Interpass Temperature<\/strong> \u2014 minimum preheat temperature, maximum interpass temperature, and measurement method. <span style=\"color: #6b7280;\">Common error: preheat field left blank or entered as &#8220;ambient&#8221; \u2014 this creates a code violation and liability exposure.<\/span><\/div>\n<\/li>\n<li style=\"padding: 8px 0; display: flex; align-items: flex-start; gap: 10px; border-bottom: 1px solid #e0e0e0;\"><span style=\"flex-shrink: 0; margin-top: 2px; font-weight: bold;\">5.<\/span>\n<div><strong>Electrical Parameters<\/strong> \u2014 current type (AC\/DC), polarity, amperage range, voltage range, wire feed speed (GMAW), and electrode\/wire diameter. <span style=\"color: #6b7280;\">Common error: ranges too wide (e.g., 90\u2013430 amps, 18\u201332 volts) \u2014 creates a document that is technically compliant but operationally useless.<\/span><\/div>\n<\/li>\n<li style=\"padding: 8px 0; display: flex; align-items: flex-start; gap: 10px; border-bottom: 1px solid #e0e0e0; background: #f0f0f0;\"><span style=\"flex-shrink: 0; margin-top: 2px; font-weight: bold;\">6.<\/span>\n<div><strong>Welding Position<\/strong> \u2014 qualified position(s) (1G\/2G\/3G\/4G\/5G\/6G for groove; 1F\u20134F for fillet), weld progression (up or down for verticals). <span style=\"color: #6b7280;\">Common error: position field left blank \u2014 welder believes the WPS covers all positions, but it only covers tested ones.<\/span><\/div>\n<\/li>\n<li style=\"padding: 8px 0; display: flex; align-items: flex-start; gap: 10px; border-bottom: 1px solid #e0e0e0;\"><span style=\"flex-shrink: 0; margin-top: 2px; font-weight: bold;\">7.<\/span>\n<div><strong>Post-Weld Heat Treatment (PWHT)<\/strong> \u2014 temperature range, hold time, heating\/cooling rate. Required for pressure-vessel-class welds on materials prone to hydrogen embrittlement. <span style=\"color: #6b7280;\">Common error: PWHT section left blank when it is actually required \u2014 ASME Code violation for P4\/P5 materials.<\/span><\/div>\n<\/li>\n<li style=\"padding: 8px 0; display: flex; align-items: flex-start; gap: 10px; background: #f0f0f0;\"><span style=\"flex-shrink: 0; margin-top: 2px; font-weight: bold;\">8.<\/span>\n<div><strong>Nondestructive Examination (NDE) &amp; Testing<\/strong> \u2014 visual, radiographic, ultrasonic, penetrant, or magnetic particle testing requirements and acceptance criteria. <span style=\"color: #6b7280;\">Common error: NDE type listed without acceptance standard (e.g., &#8220;RT&#8221; without specifying ASME V or API 1104 acceptance criteria).<\/span><\/div>\n<\/li>\n<\/ul>\n<div style=\"margin: 24px 0; padding: 16px 20px; background: #f5f5f5; border: 1px solid #e0e0e0; border-left: 3px solid #2d2d2d; border-radius: 2px;\">\n<div style=\"display: flex; align-items: center; gap: 8px; margin-bottom: 8px;\"><span style=\"font-size: 1.1em;\">\u26a0\ufe0f<\/span> <strong>Field Reality Check<\/strong><\/div>\n<p style=\"margin: 0;\">But industry people I have spoken to say they have encountered a WPS written to meet a certain customer or local department of commerce audit, then simply filed away in an office never to be posted at the weld station. A WPS a welder has never read is a compliance document not a quality tool. The best WPS programs have a printed sign-off of the welder having read the procedure prior to production.<\/p>\n<\/div>\n<p><!-- ==================== H2 #4 ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">Essential Variables vs. Non-Essential Variables \u2014 When Re-Qualification Is Required<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4158\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/5-9.png\" alt=\"Essential Variables vs. Non-Essential Variables \u2014 When Re-Qualification Is Required\" width=\"512\" height=\"512\" \/><\/p>\n<p>Every welding code distinguishes between <strong>essential variables<\/strong> \u2014 changes that fundamentally alter the mechanical properties of the weld \u2014 and <strong>non-essential variables<\/strong> \u2014 changes that affect the procedure but not weld integrity. Under <a style=\"text-decoration: underline; text-underline-offset: 3px;\" href=\"https:\/\/www.asme.org\/codes-standards\/find-codes-standards\/bpvc-ix-bpvc-section-ix-welding-brazing-and-fusing-qualifications\" target=\"_blank\" rel=\"nofollow noopener\">ASME BPVC Section IX<\/a>, a change to any essential variable beyond its qualified range requires a new Procedure Qualification Record (PQR) \u2014 meaning a new test coupon, new destructive testing, and a new WPS. A change to a non-essential variable requires only a WPS revision, not re-testing.<\/p>\n<h3 style=\"margin: 32px 0 12px;\">The ASME Section IX P\/F\/A-Number System<\/h3>\n<p>ASME IX grouped important variables into three systematic schemes intended to avoid duplicated testing in order to minimise tests while still to safeguarding the metallurgical properties:<\/p>\n<div style=\"margin: 24px 0; overflow-x: auto;\">\n<table style=\"width: 100%; border-collapse: collapse; border: 1px solid #e0e0e0;\">\n<thead>\n<tr style=\"background: #2d2d2d; color: #ffffff;\">\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Variable<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">What It Groups<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">ASME Table<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Re-qual Trigger<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">P-Number<\/td>\n<td style=\"padding: 12px 16px;\">Base metals by weldability &amp; chemistry<br \/>\n<span style=\"color: #6b7280;\">P1 = carbon steel; P8 = austenitic SS<\/span><\/td>\n<td style=\"padding: 12px 16px;\">QW-422<\/td>\n<td style=\"padding: 12px 16px;\">Any change from one P-Number to another requires new PQR<\/td>\n<\/tr>\n<tr style=\"background: #f5f5f5; border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">F-Number<\/td>\n<td style=\"padding: 12px 16px;\">Filler metals by usability skill<br \/>\n<span style=\"color: #6b7280;\">F4 = low-hydrogen (E7018); F6 = stainless<\/span><\/td>\n<td style=\"padding: 12px 16px;\">QW-432<\/td>\n<td style=\"padding: 12px 16px;\">Change upward (F3\u2192F4) requires new PQR; welder qualified at F4 covers F1\u2013F3<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">A-Number<\/td>\n<td style=\"padding: 12px 16px;\">Deposited weld metal by chemical analysis<br \/>\n<span style=\"color: #6b7280;\">A1 = plain carbon; A8 = austenitic SS<\/span><\/td>\n<td style=\"padding: 12px 16px;\">QW-442<\/td>\n<td style=\"padding: 12px 16px;\">Any shift in Cr, Mo, or Ni content that changes A-Number requires new PQR<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<p><!-- Engineering Note --><\/p>\n<div style=\"margin: 24px 0; padding: 16px 20px; background: #f5f5f5; border: 1px solid #e0e0e0; border-left: 3px solid #2d2d2d;\">\n<p><strong>\ud83d\udcd0 Engineering Note: The A-Number Trap<\/strong><\/p>\n<p style=\"margin: 8px 0 0;\">Experienced welding engineers frequently encounter junior engineers who assume A-Number is based on the filler metal&#8217;s trade name or AWS classification. It is not. The A-Number reflects the <em>deposited weld metal<\/em> chemical composition \u2014 determined either from the filler metal manufacturer&#8217;s certificate of conformance or, more reliably, from a chemical analysis of the actual PQR test coupon per ASME Table QW-442. When shielding gas composition changes significantly (e.g., switching from 75\/25 Ar\/CO\u2082 to pure CO\u2082), alloying element burnout can shift the deposit composition enough to change the A-Number \u2014 potentially invalidating the WPS during a third-party audit.<\/p>\n<\/div>\n<h3 style=\"margin: 32px 0 12px;\">Re-Qualification Decision Tree<\/h3>\n<div style=\"margin: 24px 0; padding: 20px 24px; background: #f5f5f5; border: 1px solid #e0e0e0; border-top: 3px solid #2d2d2d;\">\n<p><strong style=\"display: block; margin-bottom: 12px;\">Does My Process Change Require a New PQR?<\/strong><\/p>\n<ol style=\"padding-left: 20px; margin: 0;\">\n<li style=\"padding: 6px 0;\"><strong>Does the change affect P-Number?<\/strong> (different base metal group) \u2192 <strong style=\"color: #2d2d2d;\">YES \u2192 New PQR required<\/strong><\/li>\n<li style=\"padding: 6px 0;\"><strong>Does the change affect F-Number or A-Number?<\/strong> (different filler metal chemistry or usability class) \u2192 <strong style=\"color: #2d2d2d;\">YES \u2192 New PQR required<\/strong><\/li>\n<li style=\"padding: 6px 0;\"><strong>Does the change involve PWHT addition or removal?<\/strong> (e.g., adding stress relief on P4 material) \u2192 <strong style=\"color: #2d2d2d;\">YES \u2192 New PQR required<\/strong><\/li>\n<li style=\"padding: 6px 0;\"><strong>Does the change exceed the qualified thickness range?<\/strong> (outside 1T\/2T qualified limits) \u2192 <strong style=\"color: #2d2d2d;\">YES \u2192 New PQR required<\/strong><\/li>\n<li style=\"padding: 6px 0;\"><strong>Is the change limited to travel speed, pass sequence, or electrode diameter within the same F\/A-Number?<\/strong> \u2192 <strong>WPS revision only \u2014 no new PQR<\/strong><\/li>\n<\/ol>\n<\/div>\n<p>A practical example from the field: a piping contractor planned separate qualification tests for SA-106 Grade B (carbon steel) and SA-333 Grade 6 (low-temperature carbon steel). An engineer reviewing ASME Section IX Table QW-422 identified that both materials are classified as P-Number 1. With the same E7018 electrode (F-Number 4, A-Number 1), a single PQR covered both base metals \u2014 eliminating approximately ten days of testing time and roughly $4,500 USD in laboratory costs.<\/p>\n<p>The most recent additive changes to ASME BPVC Section IX 2025 edition were: increased qualification coverage of Vertical (V) position, update of essential variable requirements of Duplex Stainless Steel- see the current edition if your work applies to these materials,<\/p>\n<p><!-- ==================== H2 #5 ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">WPS by Standard \u2014 ASME IX, AWS D1.1, ISO 15614, and API 1104 Compared<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4159\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/6-9.png\" alt=\"WPS by Standard \u2014 ASME IX, AWS D1.1, ISO 15614, and API 1104 Compared\" width=\"512\" height=\"512\" \/><\/p>\n<p>Picking the incorrect governing code for a WPS is a project level mistake it can invalidate qualification testing done under the wrong code and mean that the project has to re-qualify at its own cost. The four existing major international welding standards cover different areas of use and their scope boundaries can sometimes be quite confused:<\/p>\n<div style=\"margin: 24px 0; overflow-x: auto;\">\n<table style=\"width: 100%; border-collapse: collapse; border: 1px solid #e0e0e0;\">\n<thead>\n<tr style=\"background: #2d2d2d; color: #ffffff;\">\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Standard<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Jurisdiction<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Primary Application<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Key WPS Requirement<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">ASME BPVC Section IX<\/td>\n<td style=\"padding: 12px 16px;\">USA, international (ASME-stamp projects)<\/td>\n<td style=\"padding: 12px 16px;\">Boilers, pressure vessels, power piping \u2014 anywhere an ASME Code stamp is required<\/td>\n<td style=\"padding: 12px 16px;\">PQR mandatory; P\/F\/A-number system; mandatory PWHT documentation for qualifying materials<\/td>\n<\/tr>\n<tr style=\"background: #f5f5f5; border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">AWS D1.1:2025<\/td>\n<td style=\"padding: 12px 16px;\">USA structural fabrication<\/td>\n<td style=\"padding: 12px 16px;\">Structural steel \u2014 buildings, bridges, industrial platforms, cranes, mining structures<\/td>\n<td style=\"padding: 12px 16px;\">Prequalified WPS option (no PQR needed if all conditions met); 2025 edition adds A913 Grade 80 as prequalified base metal and LRFD methodology<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">ISO 15614-1<\/td>\n<td style=\"padding: 12px 16px;\">Europe, international (EN-standard projects)<\/td>\n<td style=\"padding: 12px 16px;\">All fusion-welded metallic structures \u2014 functional equivalent of ASME IX outside North America; WPQR format used instead of PQR<\/td>\n<td style=\"padding: 12px 16px;\">WPQR mandatory; grouping system follows ISO\/TR 15608 (material groups) instead of ASME P-Numbers<\/td>\n<\/tr>\n<tr style=\"background: #f5f5f5;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">API 1104<\/td>\n<td style=\"padding: 12px 16px;\">USA, international (pipeline projects)<\/td>\n<td style=\"padding: 12px 16px;\">Oil and gas pipelines \u2014 onshore and offshore transmission pipelines<\/td>\n<td style=\"padding: 12px 16px;\">Separate WPS qualification from ASME IX \u2014 PQR must be pipeline-specific; cellulosic and low-hydrogen electrode distinctions are essential variables; radiographic acceptance per API 1104 Appendix A<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<h3 style=\"margin: 32px 0 12px;\">Standards Selection Matrix \u2014 Which Code Applies to My Project?<\/h3>\n<div style=\"margin: 24px 0; padding: 20px 24px; background: #f5f5f5; border: 1px solid #e0e0e0; border-top: 3px solid #2d2d2d;\">\n<p><strong style=\"display: block; margin-bottom: 12px;\">If your application is\u2026<\/strong><\/p>\n<ul style=\"padding-left: 20px; margin: 0;\">\n<li style=\"padding: 5px 0;\">Power generation boiler\/pressure vessel ASME BPVC Section IX (Required if ASME Code stamp obtained)<\/li>\n<li style=\"padding: 5px 0;\">Steel building, bridge, or industrial facility AWS D1.1:2025; may use prequalified WPS to avoid PQR testing<\/li>\n<li style=\"padding: 5px 0;\">A European or international project is being designed according to EN standards ISO 15614-1producing a WPQR rather than a PQR<\/li>\n<li style=\"padding: 5px 0;\">Oil or Gas pipeline API 1104; be aware that ASME IX qualification is not transfer able &#8211; you&#8217;ll need to be re-qualified if applying for this.<\/li>\n<li style=\"padding: 5px 0;\">Project crosses several codes LC Number is chose to be the most restrictive. Go to the CWI or Welding Engineer first before beginning a &#8216;qualification&#8217; programme.<\/li>\n<\/ul>\n<\/div>\n<p>A practical note on 2025 code updates: <a style=\"text-decoration: underline; text-underline-offset: 3px;\" href=\"https:\/\/blog.ansi.org\/ansi\/aws-d1-1-2025-structural-welding-code-steel\/\" target=\"_blank\" rel=\"nofollow noopener\">AWS D1.1:2025 (the 25th edition)<\/a> introduced the addition of A913 Grade 80 as a prequalified base metal \u2014 the highest yield-strength material ever approved for prequalification under D1.1 at 80 ksi minimum yield. If your structural project uses high-strength steel and you were previously forced into full PQR qualification, the 2025 edition may now allow prequalified status. Check the current edition before beginning any new qualification programme, as using an outdated code edition can result in rejected welds on a contract that references the current standard.<\/p>\n<p><!-- ==================== H2 #6 ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">WPS Parameters for GMAW, GTAW, and SAW \u2014 A Process Reference<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4160\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/7-9.webp\" alt=\"WPS Parameters for GMAW, GTAW, and SAW \u2014 A Process Reference\" width=\"512\" height=\"512\" srcset=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/7-9.webp 512w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/7-9-300x300.webp 300w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/7-9-150x150.webp 150w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/7-9-12x12.webp 12w\" sizes=\"(max-width: 512px) 100vw, 512px\" \/><\/p>\n<p><!-- H3-Q for PAA --><\/p>\n<h3 style=\"margin: 32px 0 12px;\">What Are the Essential Parameters in a MIG (GMAW) Welding Procedure Specification?<\/h3>\n<p>Each process has processing parameter requirements, then the process parametric value has to be listed in the well-qualified WPS. The table is about the process-level guidance to the three most popularly used industrial processes in structural and pressure vessels fabrication: GMAW\/MIG, GTAW\/TIG and SAW respectively. The values are summarized from many industrial references like the <a href=\"https:\/\/www.cwbgroup.org\/document\/id\/119E\" target=\"_blank\" rel=\"nofollow noopener\">CWB Welding Procedure Guide<\/a> and various industry references; you will need different optimum values in your specific application depending on material grade, thickness, position and equipment.<\/p>\n<p>Always check with your welding engineer.<\/p>\n<p><!-- The Link Bait Table --><\/p>\n<div style=\"margin: 24px 0; overflow-x: auto;\">\n<table style=\"width: 100%; border-collapse: collapse; border: 1px solid #e0e0e0;\">\n<thead>\n<tr style=\"background: #2d2d2d; color: #ffffff;\">\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">Parameter<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">GMAW (MIG)<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">GTAW (TIG)<\/th>\n<th style=\"padding: 12px 16px; text-align: left; font-weight: 600;\">SAW<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">Current Type<\/td>\n<td style=\"padding: 12px 16px;\">DCEP (DC+)<\/td>\n<td style=\"padding: 12px 16px;\">DCEN (DC\u2212) or AC (aluminium)<\/td>\n<td style=\"padding: 12px 16px;\">DCEP or AC (multi-wire)<\/td>\n<\/tr>\n<tr style=\"background: #f5f5f5; border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">Typical Current Range (carbon steel)<\/td>\n<td style=\"padding: 12px 16px;\">100\u2013350 A<\/td>\n<td style=\"padding: 12px 16px;\">60\u2013200 A<\/td>\n<td style=\"padding: 12px 16px;\">300\u2013700 A<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">Typical Voltage Range<\/td>\n<td style=\"padding: 12px 16px;\">17\u201328 V<\/td>\n<td style=\"padding: 12px 16px;\">10\u201315 V (arc gap)<\/td>\n<td style=\"padding: 12px 16px;\">28\u201342 V<\/td>\n<\/tr>\n<tr style=\"background: #f5f5f5; border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">Shielding Gas \/ Flux<\/td>\n<td style=\"padding: 12px 16px;\">75\/25 Ar\/CO\u2082 or 100% CO\u2082<br \/>\n<span style=\"color: #6b7280; font-size: 0.9em;\">Flow: 25\u201345 CFH (CWB)<\/span><\/td>\n<td style=\"padding: 12px 16px;\">100% Argon (steel\/Ti); 75\/25 Ar\/He (thick aluminium)<br \/>\n<span style=\"color: #6b7280; font-size: 0.9em;\">Flow: 15\u201320 CFH (CWB)<\/span><\/td>\n<td style=\"padding: 12px 16px;\">Granular flux (no shielding gas); flux classification per AWS A5.17<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">Wire\/Electrode Diameter<\/td>\n<td style=\"padding: 12px 16px;\">0.035&#8243;\u20130.062&#8243; (0.9\u20131.6 mm)<\/td>\n<td style=\"padding: 12px 16px;\">1\/16&#8243;\u20133\/32&#8243; tungsten; filler wire 1\/16&#8243;\u20133\/32&#8243;<\/td>\n<td style=\"padding: 12px 16px;\">5\/64&#8243;\u20131\/4&#8243; wire; 3\/32&#8243; common for structural<\/td>\n<\/tr>\n<tr style=\"background: #f5f5f5; border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">Wire Feed Speed (WFS)<\/td>\n<td style=\"padding: 12px 16px;\">200\u2013600 in\/min (5\u201315 m\/min)<\/td>\n<td style=\"padding: 12px 16px;\">Manual wire feed (speeds vary)<\/td>\n<td style=\"padding: 12px 16px;\">50\u2013150 in\/min depending on wire diameter<\/td>\n<\/tr>\n<tr style=\"border-bottom: 1px solid #e0e0e0;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">Transfer Mode (GMAW)<\/td>\n<td style=\"padding: 12px 16px;\">Spray (&gt;26V), Globular, Short-circuit, Pulse<\/td>\n<td style=\"padding: 12px 16px;\">N\/A<\/td>\n<td style=\"padding: 12px 16px;\">N\/A (submerged arc)<\/td>\n<\/tr>\n<tr style=\"background: #f5f5f5;\">\n<td style=\"padding: 12px 16px; font-weight: 600;\">Best For<\/td>\n<td style=\"padding: 12px 16px;\">Structural steel, automation, high-deposition fabrication; prequalified under AWS D1.1 (spray only)<\/td>\n<td style=\"padding: 12px 16px;\">Root passes, precision joints, stainless, titanium, thin-gauge material<\/td>\n<td style=\"padding: 12px 16px;\">Heavy-section butt and fillet welds; boiler drums, pressure vessels, ship hulls<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<p><!-- Engineering Note: Heat Input --><\/p>\n<div style=\"margin: 24px 0; padding: 16px 20px; background: #f5f5f5; border: 1px solid #e0e0e0; border-left: 3px solid #2d2d2d;\">\n<p><strong>\ud83d\udcd0 Engineering Note: Heat Input Calculation<\/strong><\/p>\n<p style=\"margin: 8px 0 0;\">Heat input is also an important essential variable under ASME Section IX it manages the heat affected zone (HAZ) width and the cooling rate, that will affect the mechanical properties and toughness of the weld. The standard equation is:<\/p>\n<p style=\"margin: 12px 0; font-family: monospace; background: #ffffff; padding: 10px; border: 1px solid #e0e0e0;\"><strong>H = (V \u00d7 A \u00d7 60) \/ (1000 \u00d7 T)<\/strong><\/p>\n<p style=\"margin: 0;\">Where H = heat input (kJ\/mm), V = arc voltage (volts), A = welding current (amps), T = arc travel speed (mm\/min). Example: welding a 12 mm carbon steel boiler plate at 24 V, 220 A, 250 mm\/min travel speed \u2192 H = (24 \u00d7 220 \u00d7 60) \/ (1000 \u00d7 250) = <strong>1.27 kJ\/mm<\/strong>. Exceeding the qualified maximum heat input is an essential variable violation that requires new PQR testing.<\/p>\n<\/div>\n<div style=\"margin: 24px 0; padding: 16px 20px; background: #f5f5f5; border: 1px solid #e0e0e0; border-radius: 2px;\">\n<div style=\"display: flex; align-items: center; gap: 8px; margin-bottom: 8px;\"><span style=\"font-size: 1.1em;\">\u26a0\ufe0f<\/span> <strong>Important: GMAW Short-Circuit Restriction<\/strong><\/div>\n<p style=\"margin: 0;\">Use of GMAW short-circuit transfer for prequalified WPS table 3\/4 WPS of AWS D1.1 NOT allowed. Short circuit transfer is susceptible to lack of fusion in groove welds when welding on thicker plate sections. Place of use of GMAW in a WPS for structural groove welds must be proved by testing, use of short-circuit transfer mode cannot be prequalified.<\/p>\n<\/div>\n<p><!-- ==================== H2 #7 ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">WPS in Automated and Robotic Welding \u2014 Why Documentation Matters More, Not Less<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4161\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/8-7.png\" alt=\"WPS in Automated and Robotic Welding \u2014 Why Documentation Matters More, Not Less\" width=\"512\" height=\"512\" \/><\/p>\n<p><!-- H3-Q for PAA --><\/p>\n<h3 style=\"margin: 32px 0 12px;\">Do Robotic Welding Systems Still Need a WPS?<\/h3>\n<p>A common misconception in automation adoption is that <a style=\"text-decoration: underline; text-underline-offset: 3px;\" href=\"https:\/\/zxweldingrobot.com\/solutions\/power-industry-welding-robot\" target=\"_blank\">robotic welding<\/a> reduces the need for WPS discipline. The opposite is true. When a robot executes a weld, it executes that WPS thousands of times at scale \u2014 every deviation from the qualified parameters is replicated across every joint, every shift, every week of production. A WPS error that a skilled manual welder might intuitively compensate for becomes a systemic defect in an automated cell.<\/p>\n<p><!-- Expert Blockquote --><\/p>\n<blockquote style=\"margin: 24px 0; padding: 20px 24px; background: #f5f5f5; border-left: 3px solid #2d2d2d; font-style: italic;\"><p>&#8220;Before we installed the robotic cells, our radiographic testing reject rate on pressure vessel seams ran at around 9%. After qualification and integration \u2014 with the robot operating within a tightly defined WPS at \u00b15% parameter tolerance \u2014 we brought that figure down to 1.8%. The WPS did not become less important. The robot just enforced it consistently every cycle.&#8221;<\/p>\n<p><cite style=\"display: block; margin-top: 8px; font-style: normal; font-weight: 600; color: #6b7280;\">\u2014 Production Supervisor, Henan Boiler Facility (Zhouxiang robotic welding installation, power industry)<\/cite><\/p><\/blockquote>\n<p><!-- [FIRST-HAND: Zhouxiang] --><\/p>\n<p>That 1.8% radiographic test (RT) reject rate achieved at the Henan Boiler Facility is worth contextualising against industry benchmarks. According to a <a style=\"text-decoration: underline; text-underline-offset: 3px;\" href=\"https:\/\/www.twi-global.com\/technical-knowledge\/faqs\/what-are-the-typical-repair-rates-for-welded-products-and-what-are-the-main-factors-affecting-them\" target=\"_blank\" rel=\"nofollow noopener\">TWI (The Welding Institute) industry survey<\/a>, average repair rates for pressure vessels range from 1.1% to 2.8% depending on material grade \u2014 with an average across all products of 2.0%. The automated cell, operating within a qualified WPS with real-time parameter monitoring, brought the facility below the global industry average for that product category.<\/p>\n<p>The technical architecture that makes this possible:<\/p>\n<ul style=\"margin: 16px 0; padding-left: 24px;\">\n<li style=\"padding: 5px 0;\">Zhouxiang robotic cells achieve <strong>\u00b10.05 mm repeat positioning accuracy<\/strong> (per ISO 9283:1998), ensuring torch-to-joint consistency that manual welding cannot replicate across shifts<\/li>\n<li style=\"padding: 5px 0;\">Parameter deviations exceeding <strong>\u00b15%<\/strong> from WPS-specified amperage or voltage trigger an automatic pause, halting the weld before a non-conforming deposit is completed<\/li>\n<li style=\"padding: 5px 0;\">Every weld cycle generates a <strong>digital parameter log<\/strong> \u2014 date, time, joint ID, actual amperage, voltage, travel speed, and heat input \u2014 creating a real-time PQR-equivalent traceability record for ASME compliance<\/li>\n<\/ul>\n<p><!-- Data Cards --><\/p>\n<div style=\"display: flex; flex-wrap: wrap; gap: 16px; margin: 24px 0;\">\n<div style=\"flex: 1; min-width: 140px; padding: 20px; background: #f5f5f5; border: 1px solid #e0e0e0; text-align: center;\">\n<div style=\"font-weight: bold; font-size: 1.5rem; letter-spacing: -0.02em;\">9% \u2192 1.8%<\/div>\n<div style=\"color: #6b7280; margin-top: 4px;\">RT Reject Rate (Henan Boiler)<\/div>\n<\/div>\n<div style=\"flex: 1; min-width: 140px; padding: 20px; background: #f5f5f5; border: 1px solid #e0e0e0; text-align: center;\">\n<div style=\"font-weight: bold; font-size: 1.5rem; letter-spacing: -0.02em;\">\u00b10.05 mm<\/div>\n<div style=\"color: #6b7280; margin-top: 4px;\">Repeat Positioning Accuracy (ISO 9283:1998)<\/div>\n<\/div>\n<div style=\"flex: 1; min-width: 140px; padding: 20px; background: #f5f5f5; border: 1px solid #e0e0e0; text-align: center;\">\n<div style=\"font-weight: bold; font-size: 1.5rem; letter-spacing: -0.02em;\">\u00b15%<\/div>\n<div style=\"color: #6b7280; margin-top: 4px;\">Parameter Deviation Threshold \u2192 Auto-Pause<\/div>\n<\/div>\n<\/div>\n<p>This architecture reflects a broader shift in how WPS compliance is enforced in automated environments. Traditional manual welding relies on welder skill and periodic inspection to enforce WPS parameters. Robotic welding moves enforcement upstream \u2014 into the machine itself \u2014 where the WPS parameters are programmed as hard operating limits, not advisory targets.<\/p>\n<p><!-- ==================== H2 #8 ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">Digital Traceability and the Future of WPS (2025\u20132026)<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4162\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/9-6.webp\" alt=\"Digital Traceability and the Future of WPS (2025\u20132026)\" width=\"512\" height=\"512\" srcset=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/9-6.webp 512w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/9-6-300x300.webp 300w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/9-6-150x150.webp 150w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/9-6-12x12.webp 12w\" sizes=\"(max-width: 512px) 100vw, 512px\" \/><\/p>\n<p>Welding procedure compliance is entering a digital-first era. The five shifts identified in Pemamek&#8217;s <a style=\"text-decoration: underline; text-underline-offset: 3px;\" href=\"https:\/\/pemamek.com\/discover\/trends-shaping-welding-automation-in-2026\/\" target=\"_blank\" rel=\"nofollow noopener\">Trends Shaping Welding Automation in 2026<\/a> article (published 13 February 2026) reflect an industry moving away from paper-based WPS documentation and toward real-time digital compliance systems.<\/p>\n<ol style=\"margin: 16px 0; padding-left: 24px;\">\n<li style=\"padding: 8px 0;\">AI &amp; Adaptive Welding &#8211; Closed-loop control systems use sensors and machine learning to adjust welding parameters in real time. Rather than reacting to variation by adjusting by feel, a welder would have their arc length and travel speed corrected by the system as the system notices arc instability. Within a WPS-validated window of tolerance, the process proceeds and the system operates as a rather rigid WPS enforcer.<\/li>\n<li style=\"padding: 8px 0;\">Digital Twins &amp;Virtual Commissioning &#8211; robot trajectories, PLC logic, weld control settings are validated in a digital emulation environment prior to a new welding cell arriving on the shop floor. Changes that would historically mandated costly and time consuming physical test runs can now be assessed virtually. Remote Factory Acceptance Testing (FAT) is increasingly viable for massive international projects.<\/li>\n<li style=\"padding: 8px 0;\">Laser &amp; Hybrid Welding Expansion &#8211; The progression from precision laser applications into heavy fabrication (wind energy assemblies, ship constructing, primary steel erections) presents new, critical process variables (beam power, focus location, standoff) requiring a new framework for laser hybrid WPS qualification. Design teams planning a laser process weld cell installation between 2026 and 2027 should consider inclusion of laser or hybrid laser WPS qualification within the overall project procurement specifications.<\/li>\n<li style=\"padding: 8px 0;\">Data Based Service Concepts &#8211; Upstream, equipment vendors offer guaranteed outcomes (uptime, run rate, weld quality) in lieu of capital cost: IoT-connected cells supply ongoing diagnostic information (drift of production parameters) allowing up-front dashboard alerting of parameter overages that would otherwise result in systematic defects in subsequent production runs &#8211; a shift that reduces your inventory carrying costs and time lost in reactive post-production inspection.<\/li>\n<li style=\"padding: 8px 0;\">Work force Readjustment &#8211; the worldwide skilled welder shortfall is fueling automation growth: applications are moving from torch-in-hand to torch-in-automation supervision and WPS maintenance. A fabricator who can write, qualify, and embed a WPS into a robotic cell is commanding a premium over one whose skillset is limited to torch inflow.<\/li>\n<\/ol>\n<div style=\"margin: 24px 0; padding: 20px 24px; background: #f5f5f5; border: 1px solid #e0e0e0; border-top: 3px solid #2d2d2d;\">\n<p><strong style=\"display: block; margin-bottom: 12px;\">Action Recommendation \u2014 If You&#8217;re Planning 2026\u20132027 Automation<\/strong><\/p>\n<p style=\"margin: 0;\">If your business is planning an industrial automation capital purchase between 2026 and 2027, digital parameter logging linked to the WPS should be a part of your requested purchase specifications &#8211; not an aftersales add-on. Request of your robotic welding system provider: (1) real-time parameter logging in an ASME compatible csv or xml, (2) configurable deviation alerting action-sets per WPS, and (3) automatic audit trail production per weld joint. Your WPS-linked system will enable your third-party inspection program to focus on systemic quality control issues rather than third party document checking &#8211; ultimately underpinning your digital compliance cases in ASME, AWS, and ISO audits.<\/p>\n<\/div>\n<p><!-- ==================== FAQ ==================== --><\/p>\n<h2 style=\"margin: 48px 0 16px; padding-bottom: 10px; border-bottom: 2px solid #2d2d2d;\">Frequently Asked Questions<\/h2>\n<div style=\"margin: 16px 0;\">\n<h3 style=\"margin: 0 0 4px;\">What are the 5 essential procedures in welding?<\/h3>\n<details style=\"border: 1px solid #e0e0e0;\">\n<summary style=\"padding: 12px 20px; cursor: pointer; background: #f5f5f5; color: #6b7280;\">View Answer<\/summary>\n<div style=\"padding: 12px 20px 16px;\">\n<p>While KAD 5 essential procedures is not a found code reference &#8211; it delineates the five key WPS quality components for a code compliant operation: (1) WPS &#8211; the &#8220;how to&#8221; instruction set; (2) PQR &#8211; the document containing the test evidence; (3) WPQ\/WPT &#8211; the individual&#8217;s welder qualification; (4) MTR &#8211; base metal adherance to specification; and (5) NDE report &#8211; visual, radiographic, or ultrasonic inspection results. These five quality steps are required for each official weld to meet ASME, AWS and ISO authority audit standards.<\/p>\n<\/div>\n<\/details>\n<\/div>\n<div style=\"margin: 16px 0;\">\n<h3 style=\"margin: 0 0 4px;\">How do you create a Welding Procedure Specification?<\/h3>\n<details style=\"border: 1px solid #e0e0e0;\">\n<summary style=\"padding: 12px 20px; cursor: pointer; background: #f5f5f5; color: #6b7280;\">View Answer<\/summary>\n<div style=\"padding: 12px 20px 16px;\">\n<p>WPS creation steps are: (1) the guiding code of use (ASME Section IX, AWS D1.1, ISO 15614, API 1104), (2) generation of a preliminary WPS (pWPS), indicating all essential and non-essential variables before production, (3) validation via destructive and NDE testing testing, (4) implementation of certified WPS including referencing of the test evidence (PQR), (5) Engineering sign off. Common material types and processes covered by AWS Standard Welding Procedure Specification (SWPS) may be eligible to avoid the destructive testing step.<\/p>\n<\/div>\n<\/details>\n<\/div>\n<div style=\"margin: 16px 0;\">\n<h3 style=\"margin: 0 0 4px;\">Who is responsible for writing and approving a WPS?<\/h3>\n<details style=\"border: 1px solid #e0e0e0;\">\n<summary style=\"padding: 12px 20px; cursor: pointer; background: #f5f5f5; color: #6b7280;\">View Answer<\/summary>\n<div style=\"padding: 12px 20px 16px;\">\n<p>The fabricator (shipyard\/welding company) must generate and authorise the WPS. Most WPSs are composed by a Certified Welding Inspector (CWI), a Certified Welding Engineer (CWEng) or a senior welding engineer who is familiar with the relevant code. Engineering approval, i.e. a confirmation that the WPS was qualified in accordance with the appropriate code, must be shown on the text.<\/p>\n<p>An approved WPS with no approval signature is not a complete auditing document. Approved third party inspection agencies (authorised inspection authorities under ASME) will perform an review of the WPS and PQR documents however the fabricator will still generate the WPS.<\/p>\n<\/div>\n<\/details>\n<\/div>\n<div style=\"margin: 16px 0;\">\n<h3 style=\"margin: 0 0 4px;\">What is the difference between a prequalified and a qualified WPS?<\/h3>\n<details style=\"border: 1px solid #e0e0e0;\">\n<summary style=\"padding: 12px 20px; cursor: pointer; background: #f5f5f5; color: #6b7280;\">View Answer<\/summary>\n<div style=\"padding: 12px 20px 16px;\">\n<p>A prequalified WPS (which is the WPS available under AWS D1.1 for structural welding) is a procedure which is in compliance with all of the instructions defined in the code as a requirement for prequalification, that is, it uses the prescribed base metals, filler metals, joint geometries, and process parameters, and therefore does not require a test coupon or PQR. A prequalified WPS can be assumed to produce sound welds, since the combination of material and process has been tested rather than a specific application. A qualified WPS (a reference requirement in ASME Section IX, API 1104, and whenever the procedural application does not meet the prescribed prequalified conditions in D1.1) requires the welding of a test coupon to be produced and tested prior to the WPS being used.<\/p>\n<p>A prequalified WPS can reduce the expense of testing each weld, but only when the code instructions are followed. Some violations seen historically are GMAW short-circuit transfer, use of incorrect groupings, and large single pass weld sizes.<\/p>\n<\/div>\n<\/details>\n<\/div>\n<div style=\"margin: 16px 0;\">\n<h3 style=\"margin: 0 0 4px;\">How long is a WPS valid?<\/h3>\n<details style=\"border: 1px solid #e0e0e0;\">\n<summary style=\"padding: 12px 20px; cursor: pointer; background: #f5f5f5; color: #6b7280;\">View Answer<\/summary>\n<div style=\"padding: 12px 20px 16px;\">\n<p>A certified WPS has no time limit according to ASME Section IX or AWS D1.1 &#8211; it remains &#8216;qualified&#8217; for indefinite period of time provided no &#8216;essential variables&#8217; are changed beyond their qualified range. The validity of a WPS is based on stability of essential variables not on specific time limits. The WPS will need to be re-qualified (new PQR required) if: the base P-Number limits are exceeded, the filler F-Number or A-Number limits are exceeded, PWHT is introduced or removed, the range of qualified thickness is exceeded or the welding process changes.<\/p>\n<p>But, in reality, In companies conducting periodic WPS audits, the WPS library should be visited once a year, to ensure manufacturing practice continues to encompass the allowed variable ranges, especially after introducing new material suppliers, electrode manufacturers or shielding gas mixes.<\/p>\n<\/div>\n<\/details>\n<\/div>\n<p><!-- ==================== CTA ==================== --><\/p>\n<div style=\"margin: 48px 0; padding: 32px; background: #2d2d2d; color: #ffffff; text-align: center;\">\n<h3 style=\"margin: 0 0 12px; color: #ffffff;\">Execute Your WPS at Scale \u2014 With Full Digital Traceability<\/h3>\n<p style=\"margin: 0 0 24px; color: #e0e0e0;\">Zhouxiang power industry robotic welding cells are built around your qualified WPS \u2014 with \u00b10.05 mm positioning accuracy, real-time parameter logging, and automatic pause on deviation. See how our systems deliver ASME-compliant production welding at scale.<\/p>\n<p><a style=\"display: inline-block; padding: 14px 32px; background: #ffffff; color: #2d2d2d; font-weight: bold; text-decoration: none;\" href=\"https:\/\/zxweldingrobot.com\/solutions\/power-industry-welding-robot\" target=\"_blank\">See Power Industry Welding Robot Applications \u2192<\/a><\/p>\n<\/div>\n<p><!-- ==================== TRANSPARENCY ==================== --><\/p>\n<div style=\"margin: 48px 0 24px; padding: 20px 24px; background: #f5f5f5; border: 1px solid #e0e0e0;\">\n<h3 style=\"margin: 0 0 12px;\">About This Guide<\/h3>\n<p style=\"color: #6b7280; margin: 0;\">Zhouxiang has been designing and building robotic welding systems for the power generation and pressure vessel industries for over 30 years. The performance data cited in this guide \u2014 including the Henan Boiler Facility RT reject rate reduction from 9% to 1.8% \u2014 is drawn from documented customer installations operating under ASME BPVC-qualified WPS programmes. Our systems are certified to CE, ISO 9001:2015, ISO 3834-2, and ISO 10218-1. The standards comparison tables and parameter reference data are compiled from publicly available sources including ASME, AWS, CWB, and TWI; readers should verify all parameters against the current edition of the governing code for their specific application.<\/p>\n<\/div>\n<p><!-- ==================== REFERENCES ==================== --><\/p>\n<div style=\"margin: 48px 0 24px; padding: 24px; background: #f5f5f5; border: 1px solid #e0e0e0; border-top: 3px solid #2d2d2d;\">\n<h3 style=\"margin: 0 0 16px;\">References &amp; Sources<\/h3>\n<ol style=\"padding-left: 20px; color: #6b7280;\">\n<li style=\"padding: 4px 0;\"><a style=\"text-decoration: underline; text-underline-offset: 3px; color: #2d2d2d;\" href=\"https:\/\/pubs.aws.org\/p\/2199\/\" target=\"_blank\" rel=\"nofollow noopener\">AWS B2.1\/B2.1M:2021 Welding Procedure and Performance Qualification<\/a> \u2014 American Welding Society<\/li>\n<li style=\"padding: 4px 0;\"><a style=\"text-decoration: underline; text-underline-offset: 3px; color: #2d2d2d;\" href=\"https:\/\/www.aws.org\/about\/get-involved\/committees\/b2-committee-on-procedure-and-performance-qualification\/swps\/\" target=\"_blank\" rel=\"nofollow noopener\">Standard Welding Procedure Specifications (SWPS)<\/a> \u2014 American Welding Society<\/li>\n<li style=\"padding: 4px 0;\"><a style=\"text-decoration: underline; text-underline-offset: 3px; color: #2d2d2d;\" href=\"https:\/\/www.asme.org\/codes-standards\/find-codes-standards\/bpvc-ix-bpvc-section-ix-welding-brazing-and-fusing-qualifications\" target=\"_blank\" rel=\"nofollow noopener\">ASME BPVC Section IX \u2014 Welding, Brazing, and Fusing Qualifications<\/a> \u2014 American Society of Mechanical Engineers<\/li>\n<li style=\"padding: 4px 0;\"><a style=\"text-decoration: underline; text-underline-offset: 3px; color: #2d2d2d;\" href=\"https:\/\/www.twi-global.com\/technical-knowledge\/faqs\/what-are-the-typical-repair-rates-for-welded-products-and-what-are-the-main-factors-affecting-them\" target=\"_blank\" rel=\"nofollow noopener\">Typical Repair Rates for Welded Products<\/a> \u2014 TWI (The Welding Institute)<\/li>\n<li style=\"padding: 4px 0;\"><a style=\"text-decoration: underline; text-underline-offset: 3px; color: #2d2d2d;\" href=\"https:\/\/www.cwbgroup.org\/document\/id\/119E\" target=\"_blank\" rel=\"nofollow noopener\">Welding Procedure Guide<\/a> \u2014 Canadian Welding Bureau (CWB Group)<\/li>\n<li style=\"padding: 4px 0;\"><a style=\"text-decoration: underline; text-underline-offset: 3px; color: #2d2d2d;\" href=\"https:\/\/blog.ansi.org\/ansi\/aws-d1-1-2025-structural-welding-code-steel\/\" target=\"_blank\" rel=\"nofollow noopener\">AWS D1.1:2025 Structural Welding Code, Steel \u2014 Key Changes<\/a> \u2014 ANSI<\/li>\n<li style=\"padding: 4px 0;\"><a style=\"text-decoration: underline; text-underline-offset: 3px; color: #2d2d2d;\" href=\"https:\/\/pemamek.com\/discover\/trends-shaping-welding-automation-in-2026\/\" target=\"_blank\" rel=\"nofollow noopener\">Trends Shaping Welding Automation in 2026<\/a> \u2014 Pemamek (February 2026)<\/li>\n<\/ol>\n<\/div>\n<p><!-- ==================== RELATED ARTICLES ==================== --><\/p>\n<div style=\"margin: 48px 0 24px; 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Speed<\/span><\/a><\/li>                    <\/ul>\r\n                <\/div>\r\n                        <\/div>\r\n<\/div>","protected":false},"excerpt":{"rendered":"<p>A welding procedure specification is the backbone of your welding operation, controlling how every qualified weld is made &#8211; the procedure, materials, parameters, and tests used to turn an as-delivered joint into a code-conforming weld. A weld procedure specification that is not written and qualified correctly is an insurmountable barrier to re-assurance from any inspector, [&hellip;]<\/p>\n","protected":false},"author":9,"featured_media":4155,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_gspb_post_css":"","footnotes":""},"categories":[1],"tags":[],"class_list":["post-4153","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-welding-robot-blogs"],"blocksy_meta":[],"_links":{"self":[{"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/posts\/4153","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/users\/9"}],"replies":[{"embeddable":true,"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/comments?post=4153"}],"version-history":[{"count":0,"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/posts\/4153\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/media\/4155"}],"wp:attachment":[{"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/media?parent=4153"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/categories?post=4153"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/zxweldingrobot.com\/es\/wp-json\/wp\/v2\/tags?post=4153"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}