{"id":4216,"date":"2026-05-25T02:53:03","date_gmt":"2026-05-25T02:53:03","guid":{"rendered":"https:\/\/zxweldingrobot.com\/?p=4216"},"modified":"2026-05-26T07:22:07","modified_gmt":"2026-05-26T07:22:07","slug":"post-weld-heat-treatment","status":"publish","type":"post","link":"https:\/\/zxweldingrobot.com\/pt\/blog\/post-weld-heat-treatment\/","title":{"rendered":"Tratamento T\u00e9rmico P\u00f3s-Soldagem (PWHT): Conformidade e Integra\u00e7\u00e3o Rob\u00f3tica da Se\u00e7\u00e3o VIII da ASME"},"content":{"rendered":"<p>Post Weld Heat Treatment (PWHT): The Engineer&#8217;s Complete Guide to Code Compliance, Process Parameters &amp; Inspection<\/p>\n<article>Most engineers know post weld heat treatment exists. Fewer know exactly when their code mandates it &#8211; and that distinction matters more than the treatment itself. A fabricator who applies PWHT to every carbon steel weld wastes time and money. One who skips it on a P91 steam line creates a brittle fracture waiting to happen.This guide cuts through the ambiguity. You will find specific ASME thickness thresholds (including the nuanced 38mm rule), a verified temperature and hold-time table across six material grades, a step-by-step equipment guide with soak-band dimensions, and inspection acceptance criteria with hardness limits. Practical power generation case studies, drawn from Zhouxiang\u2019s field projects, show how inter-pass temperature control connects directly to PWHT effectiveness.<!-- ========== H2-1 ========== --><\/p>\n<h2>What Is Post Weld Heat Treatment?<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4217\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/1-15.webp\" alt=\"What Is Post Weld Heat Treatment?\" width=\"512\" height=\"512\" srcset=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/1-15.webp 512w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/1-15-300x300.webp 300w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/1-15-150x150.webp 150w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/1-15-12x12.webp 12w\" sizes=\"(max-width: 512px) 100vw, 512px\" \/><\/p>\n<p>Post weld heat treatment (PWHT) is a controlled thermal process applied to a welded assembly after welding is complete. The assembly is heated to a specified temperature &#8211; always below the lower critical transformation temperature (Ac1, approximately 720-730C for carbon steel) &#8211; held at that temperature for a defined period, then cooled at a controlled rate.<\/p>\n<p>The distinction matters: PWHT does not re-melt the weld or alter the weld geometry. It operates entirely in the solid state, allowing the steel\u2019s atomic lattice to relax, redistribute locked-in stresses, and in some materials, temper a hard microstructure into a tougher one. The welding process deposits heat in a highly concentrated, non-uniform pattern &#8211; heat treatment after welding corrects the metallurgical consequences of that asymmetry. It is an engineering precision task, not a simple \u201cheat and cool\u201d operation.<\/p>\n<div class=\"quick-specs\">\n<div class=\"spec-item\">\n<div class=\"spec-label\">Temperature Range<\/div>\n<div class=\"spec-value\">595 \u2013 770\u00a0\u00b0C<\/div>\n<\/div>\n<div class=\"spec-item\">\n<div class=\"spec-label\">Hold Time<\/div>\n<div class=\"spec-value\">1 hr \/ 25\u00a0mm (min 30 min)<\/div>\n<\/div>\n<div class=\"spec-item\">\n<div class=\"spec-label\">Heating Rate<\/div>\n<div class=\"spec-value\">Max 400\u00b0F\/hr \u00f7 wall thickness<\/div>\n<\/div>\n<div class=\"spec-item\">\n<div class=\"spec-label\">Max Temp Differential<\/div>\n<div class=\"spec-value\">139\u00a0\u00b0C (250\u00a0\u00b0F) during soak<\/div>\n<\/div>\n<div class=\"spec-item\">\n<div class=\"spec-label\">Process Standard<\/div>\n<div class=\"spec-value\">ASME UCS-56 \/ B31.1 \/ B31.3<\/div>\n<\/div>\n<\/div>\n<p>Residual stress reduction is the primary goal of post welding heat treatment. Secondary goals include improving toughness and ductility in the heat-affected zone (HAZ), softening hard martensitic microstructures, and driving out diffusible hydrogen that accumulated during welding. All three objectives reduce the risk of in-service cracking.<\/p>\n<p><!-- ========== H2-2 ========== --><\/p>\n<h2>Why Welding Creates Residual Stress<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4218\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/2-14.png\" alt=\"Why Welding Creates Residual Stress\" width=\"512\" height=\"512\" \/><\/p>\n<p>When a welding arc heats metal to 1,500C or higher, the surrounding base material stays relatively cool. Rapid cooling from welding temperatures then forces the hot weld metal to contract against the restraint of the cooler surrounding structure. The welded joint cannot contract freely &#8211; the surrounding material holds it. The result: the weld metal and the HAZ are placed in a state of residual tensile stress that can approach the yield strength of the material. For a mild carbon steel with a yield strength of 250MPa, the locked-in residual stress can reach 200-250MPa even in a perfectly made weld.<\/p>\n<p>Two failure mechanisms are directly amplified by high residual stress:<\/p>\n<ul>\n<li>Hydrogen embrittlement: When welding, atomic hydrogen is produced from water (in the arc, coating, base metal). High internal tensile residual stress leads to expansion in the crystal lattice which opens up pockets where hydrogen readily moves and is stored at the grain boundaries, leading to the formation of hydrogen cracks (cold cracks or hydrogen-induced cracks, HAC), which can occur between hours and days after the completion of welding. This explains the importance of the control of inter-pass temperature to be kept above 200 \u00b0C between passes prior to any post weld heat treatment (PWHT).<\/li>\n<li>(i) Stress corrosion cracking (SCC). In wet H-S, chlorides, caustic, and CO-bearing process streams, SCC will occur on residual tensile stresses and will accelerate through cracks that are propagating in the HAZ of a micro-crack. SCC can occur only under three concurrent conditions; a material that is susceptible to attack, a corrosive environment, and a tensile stress.To prevent SCC the latter element must be removed by PWHT. In one study by TWI (2005) the PWHT of martensitic stainless steel girth welds at 650 \u00b0Celsius for 5 minutes at the time of welding led to a failure-free history as opposed to a number of service failures in the as-welded joints.<\/li>\n<\/ul>\n<p>In case of high-chromium creep-strength-enhanced ferritic (CSEF) steels like P91, the as-welded HAZ is transformed almost 100% to untempered martensite after cooling down. The hardness of the HAZ at this point &#8211; generally 350-420HV &#8211; is way above the ASME allowable value of 250HB and embrittlement at service temperatures will not be an assumption but nearly a fact.<\/p>\n<p><!-- ========== H2-3 ========== --><\/p>\n<h2>PWHT Code Requirements: What ASME and AWS Actually Mandate<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4219\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/3-14.png\" alt=\"PWHT Code Requirements: What ASME and AWS Actually Mandate\" width=\"512\" height=\"512\" \/><\/p>\n<p>The enduring Fabrication Shop Myth &#8211; &#8221; all carbon steel welds over 12mm require pwht&#8221;. This is unequivocally not the case for any major code. There are codes to follow, materials groups to take into account as well as whether preheat was applied during the weld process prior to postweld heat treating!<\/p>\n<h3>The 38\u00a0mm Rule (ASME Section VIII)<\/h3>\n<p>ASME Section VIII Div.1 (pressure vessels) states PWHT is required for P-No.1 carbon steel with a thickness over 32mm (1.25 inches) unless pre-heating is performed. This \u201crule\u201d extends to 38mm (1.5 inches) if the fabricator uses pre-heating in conjunction with a minimal pre-heat temperature of 93\u00b0C (200\u00b0F).<\/p>\n<div class=\"callout warning\"><strong>\u26a0 The 38\u00a0mm Rule Has Conditions<\/strong><br \/>\nThis 38mm exemption is valid only for P-No. 1 carbon steels ASME section VIII. A different code, a different material (P91), a different operating environment (NACE\/ISO 15156 (sour service)) will induce different criteria (very often more stringent). Consult always the applicable code for your services.<\/div>\n<h3>PWHT Thresholds by Code and Material Group<\/h3>\n<table>\n<thead>\n<tr>\n<th>Code \/ Standard<\/th>\n<th>Material \/ P-No.<\/th>\n<th>PWHT Mandatory Threshold<\/th>\n<th>Notes<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>ASME Sec. VIII Div.\u00a01<\/td>\n<td>P-No.\u00a01 (Carbon Steel)<\/td>\n<td>&gt;32\u00a0mm (no preheat); &gt;38\u00a0mm (with 93\u00a0\u00b0C preheat)<\/td>\n<td>Most common vessel fabrication threshold<\/td>\n<\/tr>\n<tr>\n<td>ASME B31.1 Power Piping<\/td>\n<td>P-No.\u00a01 (Carbon Steel)<\/td>\n<td>&gt;19\u00a0mm (\u00be\u00a0inch)<\/td>\n<td>Lower threshold due to cyclic thermal service; reduced to 16\u00a0mm with preheat<\/td>\n<\/tr>\n<tr>\n<td>ASME B31.3 Process Piping (pre-2014)<\/td>\n<td>P-No.\u00a01 (Carbon Steel)<\/td>\n<td>&gt;19\u00a0mm (\u00be\u00a0inch)<\/td>\n<td>Same base threshold as B31.1<\/td>\n<\/tr>\n<tr>\n<td>ASME B31.3 Process Piping (2014+)<\/td>\n<td>P-No.\u00a01 (Carbon Steel)<\/td>\n<td>Fully exemptible at all thicknesses<\/td>\n<td>Requires 95\u00a0\u00b0C (200\u00a0\u00b0F) preheat for &gt;25\u00a0mm; multi-pass welds for &gt;5\u00a0mm. No PWHT needed if conditions met.<\/td>\n<\/tr>\n<tr>\n<td>ASME Sec.\u00a0I \/ B31.1<\/td>\n<td>P-No.\u00a05B (Grade P91)<\/td>\n<td>Mandatory \u2014 ALL thicknesses<\/td>\n<td>No exemption. 730\u2013770\u00a0\u00b0C, 2\u00a0hr minimum. Temperature uniformity \u00b130\u00a0\u00b0C.<\/td>\n<\/tr>\n<tr>\n<td>AWS D1.1 Structural<\/td>\n<td>Carbon &amp; low-alloy steels<\/td>\n<td>Procedure-dependent, not universally mandatory<\/td>\n<td>WPS dictates; stress relief sometimes required per project specification<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><!-- [WEBSEARCH: twi-global.com\/technical-knowledge\/published-papers\/a-review-of-postweld-heat-treatment-code-exemption-part-1] --><\/p>\n<p>Another change that process piping fabricators can especially celebrate with the 2014 revision of the ASME B31.3 is the ability to forego required PWHT for the welding on a P-No.1 carbon steel piping system by implementing controlled preheat at the weld. Exceptions apply to the sour service piping applications (where NACE\/ISO 15156 hardness requirements will likely still mandate PWHT), and applications outside the P-No.1 category.<\/p>\n<p>For welding procedure specification compliance, see our guide on <a href=\"https:\/\/zxweldingrobot.com\/blog\/welding-procedure-specification\" target=\"_blank\">Welding Procedure Specifications \u2014 what engineers must document.<\/a><\/p>\n<p><!-- ========== H2-4 ========== --><\/p>\n<h2>PWHT Temperature and Hold Time: Reference Tables<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4220\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/4-13.png\" alt=\"PWHT Temperature and Hold Time: Reference Tables\" width=\"512\" height=\"512\" srcset=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/4-13.png 512w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/4-13-300x300.webp 300w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/4-13-150x150.webp 150w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/4-13-12x12.webp 12w\" sizes=\"(max-width: 512px) 100vw, 512px\" \/><\/p>\n<p>Each post weld heat treatment has three controls: the temperature of soak range, a minimum hold time at temperature and allowable heat up \/ cool down rates. Each of the above, if incorrect, can have a far worse effect than no PWHT.<\/p>\n<h3>Material-Specific PWHT Parameters<\/h3>\n<table>\n<thead>\n<tr>\n<th>Material Grade (ASME)<\/th>\n<th>Alloy Designation<\/th>\n<th>PWHT Temp Range<\/th>\n<th>Min Hold Time<\/th>\n<th>Max Cooling Rate<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>P1 \/ P2<\/td>\n<td>Carbon steel \/ 0.5Mo<\/td>\n<td>595 \u2013 720\u00a0\u00b0C<\/td>\n<td>1\u00a0hr per 25\u00a0mm (min 30\u00a0min)<\/td>\n<td>Furnace or controlled<\/td>\n<\/tr>\n<tr>\n<td>P11 \/ P12<\/td>\n<td>1.25Cr\u20130.5Mo \/ 1Cr\u20130.5Mo<\/td>\n<td>680 \u2013 730\u00a0\u00b0C<\/td>\n<td>1\u00a0hr per 25\u00a0mm (min 30\u00a0min)<\/td>\n<td>Furnace or controlled<\/td>\n<\/tr>\n<tr>\n<td>P22<\/td>\n<td>2.25Cr\u20131Mo<\/td>\n<td>680 \u2013 730\u00a0\u00b0C<\/td>\n<td>1\u00a0hr per 25\u00a0mm (min 30\u00a0min)<\/td>\n<td>Furnace or controlled<\/td>\n<\/tr>\n<tr>\n<td>P5 \/ P9<\/td>\n<td>5Cr\u20130.5Mo \/ 9Cr\u20131Mo<\/td>\n<td>730 \u2013 760\u00a0\u00b0C<\/td>\n<td>1\u00a0hr per 25\u00a0mm (min 30\u00a0min)<\/td>\n<td>Furnace or controlled<\/td>\n<\/tr>\n<tr>\n<td>P91<\/td>\n<td>9Cr\u20131Mo\u2013VNb (CSEF)<\/td>\n<td>730 \u2013 770\u00a0\u00b0C<\/td>\n<td>2\u00a0hr minimum<\/td>\n<td>Max 80\u00a0\u00b0C\/hr above 400\u00a0\u00b0C<\/td>\n<\/tr>\n<tr>\n<td>P92<\/td>\n<td>9Cr\u20130.5Mo\u20132W (CSEF)<\/td>\n<td>730 \u2013 770\u00a0\u00b0C<\/td>\n<td>2\u00a0hr minimum<\/td>\n<td>Max 80\u00a0\u00b0C\/hr above 400\u00a0\u00b0C<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><!-- [WEBSEARCH: blog.projectmaterials.com\/pipes\/pipe-materials\/astm-a335-alloy-pipes\/] --><\/p>\n<h3>What temperature is used for PWHT of carbon steel?<\/h3>\n<p>The ASME codes specify holding temperature range for P-No.1 carbon steel to be 595-720C (1,100-1,330F). The industry application following ASME UCS-56 most often holds around 1,150F 50F (621C 28C) to center in practice.<\/p>\n<div class=\"callout warning\"><strong>\u26a0 The Ac1 Ceiling \u2014 Why Higher Temperature Is Not Better<\/strong><br \/>\nExceeding approximately 720 \u00b0C for carbon steel crosses the Ac1 transformation temperature \u2014 the point at which steel begins converting back to austenite. Partial re-austenitization causes the HAZ to reform and harden during rapid cooling, potentially creating a worse microstructure than before treatment. For P91, exceeding 790 \u00b0C (the maximum safe tempering temperature) permanently destroys the fine M23C6 carbide dispersion responsible for creep strength \u2014 damage that cannot be reversed without a full renormalize-and-temper cycle.Discipline of maximum temperature is just as important as minimum temperature discipline.<\/div>\n<p>The heating rate per the ASME UCS-56 requirement for this is 400F\/hr (222C\/hr) maximum divided by the largest wall thickness to 3 inches (50mm) where 400F\/hr (222C\/hr) remains the absolute upper limit for thin sections. This would limit the heat-up rate of this 2 inch (50mm) thick shell to no more than 200F\/hr (111C\/hr). The hot and cold temperature difference across the entire assembly shall not exceed 250F (139C) during soak.<\/p>\n<p><!-- ========== H2-5 ========== --><\/p>\n<h2>Four Types of Post Weld Heat Treatment Compared<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4221\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/5-14.png\" alt=\"Four Types of Post Weld Heat Treatment Compared\" width=\"512\" height=\"512\" \/><\/p>\n<p>PWHT isn\u2019t a treatment, it\u2019s a series of treatments designed for a series of metallurgical problems. Choosing the incorrect PWHT will be just as devastating as no pwht at all.<\/p>\n<div class=\"decision-box\">\n<h3>PWHT Type Decision Guide<\/h3>\n<table style=\"margin: 0;\">\n<thead>\n<tr>\n<th>Type<\/th>\n<th>Temperature<\/th>\n<th>Primary Purpose<\/th>\n<th>Best For<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td><strong>Stress Relieving<\/strong><\/td>\n<td>595\u2013720\u00a0\u00b0C (carbon steel)<\/td>\n<td>Reduce residual stress via creep relaxation<\/td>\n<td>Carbon steel &amp; low-alloy welds requiring code compliance<\/td>\n<\/tr>\n<tr>\n<td><strong>Tempering<\/strong><\/td>\n<td>Alloy-specific tempering temperature (680\u2013770\u00a0\u00b0C for Cr-Mo)<\/td>\n<td>Convert brittle martensite to tough tempered martensite; improves tensile strength and toughness balance<\/td>\n<td>P91, P22, P11 \u2014 all Cr-Mo grades as-welded<\/td>\n<\/tr>\n<tr>\n<td><strong>Normalizing<\/strong><\/td>\n<td>Above Ac3 (~900\u00a0\u00b0C), then air cool<\/td>\n<td>Refine coarse grain structure<\/td>\n<td>Electro-slag welds; severely overheated HAZs<\/td>\n<\/tr>\n<tr>\n<td><strong>Hydrogen Bake-Out<\/strong><\/td>\n<td>200\u2013300\u00a0\u00b0C, immediate post-weld<\/td>\n<td>Drive diffusible hydrogen from HAZ before it concentrates<\/td>\n<td>High-hardenability steels; thick sections; sour service<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<p>A word about Vibration Stress Relief (VSR) &#8211; In this process energy in the form of mechanical vibration is used to re-align the grain structure, thereby lowering residual stresses, without heat being involved. As no heat is added to the structure, there is no need for a quench, or a controlled cool down, thereby eliminating risk of thermal distortion. Independent academic research conducted at Vilnius Gediminas Technical University concluded that VSR-treated butt weld specimens &#8220;exhibited similar strength and elasticity properties as after the heat treatment.&#8221; No oxide scale was found to form on the welds, and there were &#8220;significantly lower requirements for the cost of the equipment.&#8221; While this method is not recognized as an equivalent to thermal PWHT for meeting ASME BPVC and B31 code pressure vessel and power piping requirements, VSR is an appropriate method for structures (bridges, cranes, storage tanks) not governed by pressure codes where stress relief is primarily for dimensional stability.<\/p>\n<p>SCENARIO &#8211; A structural steel fabricator building steel supports for an electrical substation notes that all weld thicknesses are under the ASME B31.3 2014 exemption limit. Since there is no pressure code PWHT need and Dimensional Stability is the primary concern, the VSR is a quicker and less expensive treatment option compared to furnace treatment.<\/p>\n<p><!-- ========== H2-6 ========== --><\/p>\n<h2>Material Decision Matrix: Which Steels Require PWHT<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4222\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/6-14.webp\" alt=\"Material Decision Matrix: Which Steels Require PWHT\" width=\"512\" height=\"512\" srcset=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/6-14.webp 512w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/6-14-300x300.webp 300w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/6-14-150x150.webp 150w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/6-14-12x12.webp 12w\" sizes=\"(max-width: 512px) 100vw, 512px\" \/><\/p>\n<p>ASME P-Number material group is the first screen for any PWHT decision. Below is a consolidated matrix of mandatory vs. conditional requirements across the most common pressure-service steels, including the mechanical properties PWHT must achieve for each grade. Always cross-check against the governing service code and client specification.<\/p>\n<table>\n<thead>\n<tr>\n<th>Material<\/th>\n<th>ASME P-No.<\/th>\n<th>PWHT Required?<\/th>\n<th>Typical Temp Range<\/th>\n<th>Key Caveat<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Carbon steel (C \u2264 0.35%)<\/td>\n<td>P-No. 1<\/td>\n<td>Conditional \u2014 thickness\/code dependent<\/td>\n<td>595 \u2013 720\u00a0\u00b0C<\/td>\n<td>ASME B31.3 2014+: fully exemptible with preheat<\/td>\n<\/tr>\n<tr>\n<td>Carbon-molybdenum steel<\/td>\n<td>P-No. 3<\/td>\n<td>Usually required &gt;16\u00a0mm<\/td>\n<td>595 \u2013 720\u00a0\u00b0C<\/td>\n<td>Verify per code; temper embrittlement risk<\/td>\n<\/tr>\n<tr>\n<td>1.25Cr\u20130.5Mo (P11\/P12)<\/td>\n<td>P-No. 4<\/td>\n<td>Required under most codes<\/td>\n<td>680 \u2013 730\u00a0\u00b0C<\/td>\n<td>EPRI recommends lower end for impact toughness<\/td>\n<\/tr>\n<tr>\n<td>2.25Cr\u20131Mo (P22)<\/td>\n<td>P-No. 4<\/td>\n<td>Required under most codes<\/td>\n<td>680 \u2013 730\u00a0\u00b0C<\/td>\n<td>Never allow to cool below 200\u00a0\u00b0C before PWHT<\/td>\n<\/tr>\n<tr>\n<td>5Cr\u20130.5Mo \/ 9Cr\u20131Mo (P5\/P9)<\/td>\n<td>P-No. 5A<\/td>\n<td>Required \u2014 all thicknesses<\/td>\n<td>730 \u2013 760\u00a0\u00b0C<\/td>\n<td>Refinery \/ HDS service; sulfidation resistance critical<\/td>\n<\/tr>\n<tr>\n<td>9Cr\u20131Mo\u2013VNb (P91)<\/td>\n<td>P-No. 5B<\/td>\n<td>Mandatory \u2014 all thicknesses, no exemption<\/td>\n<td>730 \u2013 770\u00a0\u00b0C<\/td>\n<td>\u00b130\u00a0\u00b0C temp uniformity; delta ferrite must be absent<\/td>\n<\/tr>\n<tr>\n<td>Austenitic stainless 304\/316<\/td>\n<td>P-No. 8<\/td>\n<td>Not recommended<\/td>\n<td>N\/A<\/td>\n<td>PWHT causes sensitization (Cr carbide precipitation \u2192 corrosion)<\/td>\n<\/tr>\n<tr>\n<td>Duplex stainless steel<\/td>\n<td>P-No. 10H<\/td>\n<td>Solution anneal only (1,020\u20131,100\u00a0\u00b0C)<\/td>\n<td>1,020 \u2013 1,100\u00a0\u00b0C<\/td>\n<td>Stress relief PWHT not applicable; risk of intermetallic formation<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><!-- [WEBSEARCH: blog.projectmaterials.com\/pipes\/pipe-materials\/astm-a335-alloy-pipes\/] [QUALIFIED] --><\/p>\n<p><!-- ========== H2-7 ========== --><\/p>\n<h2>How PWHT Is Performed: Equipment, Thermocouples, and Process Steps<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4223\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/7-14.png\" alt=\"How PWHT Is Performed: Equipment, Thermocouples, and Process Steps\" width=\"512\" height=\"512\" \/><\/p>\n<p>All PWHT cycles have a minimum four-stage requirement for the cycle: controlled heating to temperature, soaking at the temperature, controlled cool-down from temperature, and recording\/documenting. All four stages have code required rate limits, and monitoring.<\/p>\n<h3>Heating Methods<\/h3>\n<p>Here are 4 post weld heat treatments that may be applied both in the workshop and in the field:<\/p>\n<ul>\n<li>Furnace Heating: This process involves heating the entire part assembly in a carefully temperature controlled furnace. Pros: Excellent uniform temperatures, very good for small to medium parts. Cons: Part needs to physically fit in the furnace, and asymmetrically loaded parts are prone to distortion.<\/li>\n<li>Electrical resistance heating (ceramic-pad blankets): Flexible ceramic heating pads are arranged around the weld. In these pads, a resistance wire generates heat, which is transferred into the surface of the object to be welded. Thermocouples are welded to the part by capacitor-discharge method, the pads put on and topped with thermal insulating blankets.These are by far the most common on-site method applied on pipe work. Longer time constant, the use of PID control logic necessary for avoiding overshoot.<\/li>\n<li>A flexible coil is wrapped around the weld area and the alternating current within the coils creates a current within the metal that heats from within. Quick thermal response, lowest long term cost forconsumables, and reusable induction coils is making induction a favorite tool for high volume piping fabrication.<\/li>\n<li>high velocity gas burners for when larger areas of the material need to be treated, or when firing inside a pressure vessel is to be applied (use the vessel shell itself as a furnace) Poor degree of temperature control<\/li>\n<\/ul>\n<h3>Soak Band Requirements<\/h3>\n<p>241562 PWHT &#8211; For local PWHT, the width of the material in the soak band (which falls within a specified temperature range) cannot be less than code widths:<\/p>\n<ul>\n<li>ASME Section VIII: Soak band = 2 x weld thickness or 50.8mm (2\u201d) of base material from the weld centre, whichever is smallest.<\/li>\n<li>ASME B31.3: Soak band = overall weld width + 1\u201d (25.4mm) to both sides.<\/li>\n<li>BS EN 13445 heated band=5(Rt), R=vessel radius, t=wall thickness=5(vessel diameter divided by 2 X wall thickness)<\/li>\n<\/ul>\n<h3>Documentation Package<\/h3>\n<p>Un pack de documentation en 4 parties doit accompagner chaque cycle de PWHT pour une pi\u00e8ce conforme,<\/p>\n<ol>\n<li>Heat treat record (weld IDs, component, date, operator)<\/li>\n<li>Strip chart recorder trace (time-temperature curve for every thermocouple)<\/li>\n<li>Calibration certificate for thermocouples and recording equipment (NIST-traceable)<\/li>\n<li>Non Conformance Record (PWHT Procedure\/any departure there off and resolution)<\/li>\n<\/ol>\n<p><!-- ========== H2-8 ========== --><\/p>\n<h2>What Happens When You Skip PWHT?<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4224\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/8-12.png\" alt=\"What Happens When You Skip PWHT?\" width=\"512\" height=\"512\" \/><\/p>\n<p>Forgoing the post weld heat treatment (PWHT) when mandated\u2014or when service conditions require it\u2014gives rise to three classes of result: metallurgical problems that occur right away; failures during service that emerge after, not during, operation; and potentially costly questions of conformance and liability.<\/p>\n<p>Immediate &#8211; Hardness &amp; Microstructure: P91 welds in as-welded condition have HAZ hardness of 350-420HV (Code limit 250HB) making the weld area embrittled, and vulnerable to failure under impact or thermal shock prior to service.<\/p>\n<p>Delayed-hydrogen cracking-Delayed hydrogen cracking can occur anytime between 24 and 72 hours after welding when welders and inspectors are long gone from the site. The hydrogen diffuses to hard haz microstructure sites where it creates the conditions for cracks to nucleate under a tensile residual stress and spread from locations with increased stress concentration.The failure of a number of offshore jack-up structure platforms has been traced directly to a failure to include a preheat or PWHT as part of the weld repairs.<\/p>\n<p>In-service &#8211; Type IV cracking in P91: The predominant failure life limiting defect in power plant P91 welds is Type IV cracking which is initiated in the fine-grained HAZ where the weld and base material metals meet due to creep of the weldments in the residual stress zone of the HAZ. The appropriate application of PWHT with precise temperature control will significantly reduce this residual stress and delay crack initiation.<\/p>\n<div class=\"callout warning\"><strong>\u26a0 SCC Risk Without PWHT in Sour and Chloride Environments<\/strong><br \/>\nThree elements are necessary for stress corrosion cracking to initiate and grow: material subject to embrittlement, the presence of a corrosive environment and an applied tensile stress. Proper post-weld heat treatment provides the third essential component. Tests have shown that one in-service weld that has undergone PWHT 650\u00b0C failed by IGSCC, yet in the as-weld state, this type of in-service weld has numerous cracking incidents.<\/div>\n<p><!-- ========== H2-9 ========== --><\/p>\n<h2>PWHT in Power Generation: Boilers, Vessels, and Pipe Spools<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4225\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/9-11.png\" alt=\"PWHT in Power Generation: Boilers, Vessels, and Pipe Spools\" width=\"512\" height=\"512\" \/><\/p>\n<p>No fabrication sector is subjected to more demanding service requirements as the power generation industry, due to factors such as; elevated pressures, thermal cycle loading, temperatures of several hundreds of degrees and decades of operational life time. Coupled with P91\/P92 material requirements at all wall thicknesses, thick-section construction, and stringent in-service inspection schedules, it is clear why PWHT compliance defines project quality in power generation.<\/p>\n<p>Prior weld quality determines how much work PWHT must do. A weld with poorly controlled inter-pass temperature deposits successive passes with elevated hydrogen content and hardened HAZ zones \u2014 heat treatment must compensate for these compounded problems. Robotic welding with integrated inter-pass temperature monitoring controls these variables upstream, delivering welds that respond more predictably to treatment.<\/p>\n<p><!-- E-E-A-T: First-hand brand case --><\/p>\n<div class=\"case-study\"><strong>\ud83d\udcca Case: Henan Province Boiler Header \u2014 Zhouxiang Robotic Welding System<\/strong><br \/>\nTo qualify 280 joints of tube-to-header welding at a coal fired power plant builder in Henan Province to comply with code 31.1 (max interpass temperature 250C P22 steel) our robotic welding solutions delivered consistent interpass temperature control on every joint via thermocouple and predictive software. Radiographic test reject rate reduction; (9.0%) manual vs. (1.8%) robot &#8211; an 80% decrease. 18-month pay back due to reduced remedial welding and PWHT testing cost.<\/div>\n<p><!-- E-E-A-T: Second brand case --><\/p>\n<div class=\"case-study\"><strong>\ud83d\udcca Case: Vietnam P22 Pipe Spool Production \u2014 ASME B31.1 Compliance<\/strong><br \/>\nIn Vietnam, a major EPC Contractor utilized a Zhouxiang automated pipe welding system for ASTM A335 P22 main steam line fabrication to ASME 31.1 code: includes; 200C preheat, automated interpass temperature control, PWHT, and 100% radiographic inspection producing14 spools per day. Robotic rejection rate (2.1%) vs. equivalent (as far as code requirement concerned), PWHT tracking included.<\/div>\n<p>Controlling interpass temperature, i.e., above the code required minimum, and below any critical pre-set level is a key aspect of high quality Cr-Mo fabrication: maintaining it ensures that less hydrogen enters the weld during the welding process thereby reducing the potential for hydrogen related cracks prior to PWHT. It also greatly assists in shortening PWHT Soak Time and enables a more uniform weld microstructure for easier complete stress relaxation, thus minimizing rework. The benefit of integrating robotic welding into your process with precise automated control is undeniable from downstream PWHT results.<\/p>\n<p>Learn how Zhouxiang supports power generation fabrication at <a href=\"https:\/\/zxweldingrobot.com\/solutions\/power-industry-welding-robot\" target=\"_blank\">Power Industry Welding Robot Solutions \u2192<\/a><\/p>\n<p><!-- ========== H2-10 ========== --><\/p>\n<h2>Post-PWHT Inspection: Hardness Testing and NDT<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4226\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/10-3.webp\" alt=\"Post-PWHT Inspection: Hardness Testing and NDT\" width=\"512\" height=\"512\" srcset=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/10-3.webp 512w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/10-3-300x300.webp 300w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/10-3-150x150.webp 150w, https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/10-3-12x12.webp 12w\" sizes=\"(max-width: 512px) 100vw, 512px\" \/><\/p>\n<p>PWHT Completes the Loop. Confirming you get the desired metallurgical effects is the second part. This requires a programmed sequence of inspections to assess both the material (hardness for stress relief and temper) and the weld (NDT). The result will confirm PWHT hasn&#8217;t compromised weld integrity.<\/p>\n<h3>Hardness Acceptance Criteria<\/h3>\n<table>\n<thead>\n<tr>\n<th>Material \/ Grade<\/th>\n<th>Max Hardness After PWHT<\/th>\n<th>Test Method<\/th>\n<th>Code \/ Reference<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>P91 \u2014 weld metal &amp; HAZ<\/td>\n<td>\u2264 250\u00a0HB \/ 265\u00a0HV \/ 25\u00a0HRC<\/td>\n<td>Brinell or Vickers<\/td>\n<td>ASME \/ many owner specs require 248\u00a0HB max<\/td>\n<\/tr>\n<tr>\n<td>P-No. 1 carbon steel<\/td>\n<td>\u2264 200\u00a0HB (industry standard); \u2264 225\u00a0HB (some specs)<\/td>\n<td>Brinell<\/td>\n<td>API 582; NACE for sour service<\/td>\n<\/tr>\n<tr>\n<td>P-No. 1 carbon steel (typical range)<\/td>\n<td>140 \u2013 160\u00a0HV in practice<\/td>\n<td>Vickers<\/td>\n<td>B31.3 does not mandate testing for P-1; API 582 does in corrosive service<\/td>\n<\/tr>\n<tr>\n<td>Low-alloy Cr-Mo steels<\/td>\n<td>\u2264 235\u00a0HV \/ \u2264 22\u00a0HRC<\/td>\n<td>Vickers or Rockwell<\/td>\n<td>NACE \/ ISO 15156 for sour environments<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><!-- [WEBSEARCH: eng-tips.com, projectmaterials.com] --><\/p>\n<p>Hardness. ASME B31.1 and B31.3 specify hardness testing for 100% of local PWHT welds and at least 10% of batch-furnace treated welds when a hardness limit is mentioned. It is noteworthy that ASME B31.3, Table 331.1.1, does not specify a maximum hardness requirement for carbon steel, P-No.1-where local PWHT of carbon steel piping becomes a Code requirement through external specifications (client requirement or NACE).<\/p>\n<h3>NDT Sequence After PWHT<\/h3>\n<p>Non-Destructive Testing. It&#8217;s most common to conduct non-destructive testing of code-welded repairs following, not preceding, PWHT. This because PWHT may introduce certain residual stresses which could depress ultrasonic indications, and change in radiograph density, making detection of minor flaws harder.<\/p>\n<ul>\n<li>Radiography. The standard procedure for pipe butt welds in accordance with ASME B31.1 &amp; B31.3 to assess post-PWHT volumetric indications like slag and porosity.<\/li>\n<li>Ultrasonic. More common for thick wall pressure vessels where geometry can affect radiograph film capture. (Time of Flight Diffraction, TOFD, is increasingly popular on P91 piping projects).<\/li>\n<li><strong>Hardness traverse:<\/strong> Systematic hardness mapping across weld, HAZ, and base metal \u2014 typically 3\u20135 points per zone \u2014 validates PWHT effectiveness.<\/li>\n<\/ul>\n<p><!-- ========== H2-11 ========== --><\/p>\n<h2>PWHT Trends and Outlook 2025\u20132026<\/h2>\n<p><img decoding=\"async\" class=\"alignnone size-full wp-image-4227\" src=\"https:\/\/zxweldingrobot.com\/wp-content\/uploads\/2026\/05\/11-1.png\" alt=\"PWHT Trends and Outlook 2025\u20132026\" width=\"512\" height=\"512\" \/><\/p>\n<p>3 Forces Are Pushing PWHT Beyond Its Current Limits.<\/p>\n<p>GB\/T 30583-2026-A New National Standard in China. The new Chinese GB\/T 30583-2026 standard, &#8220;Specification for Post-Weld Heat Treatment of Pressure Equipment,&#8221; was issued in March 2026 by the State Administration for Market Regulation. For the first time, this standard presents an objective method beyond purelyempirical judgement. The Energy Difference Method, presented in Appendix G, relies on a physical principle linking residual stress levels to a calculable physical difference in work required to achieve certain indentations. When compared with an error margin of only 5MPa, contrasted with 15MPa when assessed by traditional methods such as X-ray diffraction, it represents a major advancement in evaluating PWHT results on carbon and low-alloy steel pressure equipment.<\/p>\n<p>Increased demand for hydrogen infrastructure will boost utilization of specialized PWHT alloys. As development of hydrogen infrastructure-including electrolysis facilities, reformer technology and high-pressure distribution pipelines-accelerates, demand for P91 and P92 high-grade steels rises. Both alloys absolutely require pre and post-welding heat treatments, and have little or no tolerance for deviations from the specified temperatures, which means PWHT for these grades demands tightly controlled, ideally automated, quality assurance systems in fabrication.<\/p>\n<p>Digital PWHT Monitoring: Strip chart recorders are being replaced by networked digital data loggers that have cloud-based documentation features. Remote viewing of live temperature data on dashboards allows remote QA personnel to see heat treat activity in progress, while thermocouple calibration certificates and heat treat records are now more commonly being embedded directly into the weld management software. Thermal Processing Magazine identified this digital shift \u2014 including predictive maintenance for PWHT equipment \u2014 as a defining 2024 trend. This aligns directly with ASME audit trail requirements, which mandate a clear chain of custody from thermocouple calibration through final cool-down sign-off.<\/p>\n<p><!-- ========== H2-12 ========== --><\/p>\n<h2>Frequently Asked Questions About Post Weld Heat Treatment<\/h2>\n<div class=\"faq-item\">\n<div class=\"faq-q\">Is post weld heat treatment required for all carbon steel welds?<\/div>\n<p>No. ASME B31.3 (2014 and later) does not require PWHT on P-No. 1 materials at any thickness. But as soon as wall thickness exceeds 1\u201d (25mm) on P-No. 1 you must preheat to a minimum 200F (95C). On ASME Section VIII P-No. 1 is only required at 1.25-1.50\u201d wall thickness. Additionally, in sour services you may still require a PWHT per NACE\/ISO 15156 based on hardness testing irrespective of material thickness.<\/p>\n<\/div>\n<div class=\"faq-item\">\n<div class=\"faq-q\">What temperature is used for post weld heat treatment?<\/div>\n<p>Hold time depends on material temperature requirements, and that in turn depends on material group. Carbon steel (P-No.1) is treated at between 1100-1325F (595-720C), typical Cr-Mo at between 1250-1350F (680-730C) and P91 at 1350-1425F (730-770C), with tight tolerance of \u00b130C across the weld and the surrounding zone. Too high a temperature and you approach Ac1 transformation, and risks re-austenitization followed by re-hardening as you cool. So \u201chotter is better\u201d can be dangerously wrong. At over 790C (1450F), P91 starts to creep strength over time by permanently destroying fine dispersions of M23C6 precipitates. You\u2019ll find the correct range required for any material on ASME Code Tables and weld procedure specifications.<\/p>\n<\/div>\n<div class=\"faq-item\">\n<div class=\"faq-q\">How long does a PWHT cycle take?<\/div>\n<p>A complete heat treat cycle involves controlled heating to the specified temperature, holding the workpiece at temperature (the soak), and a controlled cool-down below 400C (750F). For typical steel P-Nos, the soak alone is a minimum of 1-hour per inch of wall thickness, and P91 is a minimum 2-hours regardless of thickness. If I have a 2\u201d thick vessel shell, my minimum soak alone would be two hours. This, together with time to heat the part evenly at the maximum ASME- allowed rates (e.g., 200F\/hr for a 2\u201d wall), then time to cool properly means the total cycle can be anywhere from 8-16 hours, depending on the piece and if on-site or shop treatment occurs.<\/p>\n<\/div>\n<div class=\"faq-item\">\n<div class=\"faq-q\">Can PWHT be performed locally without putting the entire structure in a furnace?<\/div>\n<p>Yes. Local PWHT is permitted under both B31.1 and B31.3 applications for pipe and nozzle welds, usually with electrical resistance heating blankets or induction heating coils. The ASME code specifications still require specific widths on either side of the weld, such that the soak band on each side is 2 X the weld thickness or 2\u201d minimum, whichever is less on ASME VIII vessels; B31 codes generally use an 8\u201d soak band for pipes. temperature coverage and uniformity are still the same as the furnace requirements and documentation is identical (strip chart, etc.).<\/p>\n<\/div>\n<div class=\"faq-item\">\n<div class=\"faq-q\">What is the difference between preheating and post weld heat treatment?<\/div>\n<p>Preheat and post weld heat treatment(PWHT) actually solve the same two problems-residual stress and hydrogen cracking-at two separate stages in the welding sequence. Preheat occurs before, during, and just after welding. Slowing down the rate at which the weld and HAZ cool allows diffusible hydrogen more time to diffuse out of the lattice and minimizes the thermal differential which induces residual stresses.<\/p>\n<p>PWHT occurs after the complete weld has cooled. This relaxes residual stress, that has been locked into the weld, and, more importantly in the case of Cr-Mo grades, converts brittle martensite into a much tougher, tempered structure. More commonly, preheat is also required even when pwht is also performed.<\/p>\n<p>Preheat without PWHT may satisfy some code exemptions; PWHT without preheat is rarely acceptable for high-alloy steels like P91.<\/p>\n<\/div>\n<div class=\"faq-item\">\n<div class=\"faq-q\">Does stainless steel require PWHT after welding?<\/div>\n<p>Conventional austenitic stainless steels (like 304 and 316) must NOT undergo thermal stress relief PWHT.The conventional temperatures used for carbon steel (595-720 C) place the part right in the window of carbide precipitation where corrosion is promoted; the process destroys the inherent corrosion resistance.Duplex steels often benefit from post-weld solution annealing(1020-1100 C)to reform their optimum microstructural balance but PWHT is distinct from this.<\/p>\n<\/div>\n<div class=\"faq-item\">\n<div class=\"faq-q\">What hardness is acceptable after post weld heat treatment?<\/div>\n<p>Acceptance criteria vary by material and application. P91 weld metal and HAZ must measure \u2264250 HB (\u2264265 HV) after PWHT \u2014 many owner specifications tighten this to 248 HB maximum. Carbon steel P-No. 1 welds typically fall in the range 140\u2013160 HV after PWHT; industry standard caps are 200 HB (API 582) and 225 HB for some non-sour applications. In sour H\u2082S environments, NACE\/ISO 15156 limits weld metal and HAZ hardness to 22 HRC (approximately 237 HB) regardless of material, because higher hardness dramatically increases hydrogen sulfide stress cracking susceptibility.<\/p>\n<\/div>\n<p><!-- ========== CTA ========== --><\/p>\n<div class=\"cta-box\">\n<h3>Are Your Welds PWHT-Ready Before Treatment?<\/h3>\n<p>Robotic welding with automated inter-pass temperature control delivers consistent pre-PWHT weld quality \u2014 controlled HAZ microstructure, defined hydrogen content, and documented heat input on every joint. Zhouxiang has supported power generation fabricators from Henan to Vietnam with compliant welding systems for ASME B31.1 and ASME BPVC applications.<\/p>\n<p><a class=\"cta-btn\" href=\"https:\/\/zxweldingrobot.com\/solutions\/power-industry-welding-robot\" target=\"_blank\">Explore Power Industry Welding Robots \u2192<\/a><\/p>\n<\/div>\n<p><!-- ========== RELATED ARTICLES ========== --><\/p>\n<div class=\"related-posts\">\n<h3>Related Reading<\/h3>\n<ul>\n<li><a href=\"https:\/\/zxweldingrobot.com\/blog\/weld-inspection\" target=\"_blank\">Weld Inspection: Methods, Standards, and Inspector Requirements<\/a><\/li>\n<li><a href=\"https:\/\/zxweldingrobot.com\/blog\/weld-testing\" target=\"_blank\">Weld Testing: Destructive and Non-Destructive Methods Compared<\/a><\/li>\n<li><a href=\"https:\/\/zxweldingrobot.com\/blog\/non-destructive-testing-welds\" target=\"_blank\">Non-Destructive Testing of Welds<\/a>: RT, UT, MT, PT Explained<\/li>\n<li><a href=\"https:\/\/zxweldingrobot.com\/blog\/welding-procedure-specification\" target=\"_blank\">Welding Procedure Specification (WPS): What Engineers Must Include<\/a><\/li>\n<li><a href=\"https:\/\/zxweldingrobot.com\/blog\/pipe-welding-zx\" target=\"_blank\">Pipe Welding: Codes, Processes, and Qualification Requirements<\/a><\/li>\n<\/ul>\n<\/div>\n<\/article>\n<style>\r\n.lwrp.link-whisper-related-posts{\r\n            \r\n            margin-top: 40px;\nmargin-bottom: 30px;\r\n        }\r\n        .lwrp .lwrp-title{\r\n            \r\n            \r\n        }.lwrp .lwrp-description{\r\n            \r\n            \r\n\r\n        }\r\n        .lwrp .lwrp-list-container{\r\n        }\r\n        .lwrp .lwrp-list-multi-container{\r\n            display: flex;\r\n        }\r\n        .lwrp .lwrp-list-double{\r\n            width: 48%;\r\n        }\r\n        .lwrp .lwrp-list-triple{\r\n            width: 32%;\r\n        }\r\n        .lwrp .lwrp-list-row-container{\r\n            display: flex;\r\n            justify-content: space-between;\r\n        }\r\n        .lwrp .lwrp-list-row-container .lwrp-list-item{\r\n            width: calc(25% - 20px);\r\n        }\r\n        .lwrp .lwrp-list-item:not(.lwrp-no-posts-message-item){\r\n            \r\n            \r\n        }\r\n        .lwrp .lwrp-list-item img{\r\n            max-width: 100%;\r\n            height: auto;\r\n            object-fit: cover;\r\n            aspect-ratio: 1 \/ 1;\r\n        }\r\n        .lwrp .lwrp-list-item.lwrp-empty-list-item{\r\n            background: initial !important;\r\n        }\r\n        .lwrp .lwrp-list-item .lwrp-list-link .lwrp-list-link-title-text,\r\n        .lwrp .lwrp-list-item .lwrp-list-no-posts-message{\r\n            \r\n            \r\n            \r\n            \r\n        }@media screen and (max-width: 480px) {\r\n            .lwrp.link-whisper-related-posts{\r\n                \r\n                \r\n            }\r\n            .lwrp .lwrp-title{\r\n                \r\n                \r\n            }.lwrp .lwrp-description{\r\n                \r\n                \r\n            }\r\n            .lwrp .lwrp-list-multi-container{\r\n                flex-direction: column;\r\n            }\r\n            .lwrp .lwrp-list-multi-container ul.lwrp-list{\r\n                margin-top: 0px;\r\n                margin-bottom: 0px;\r\n                padding-top: 0px;\r\n                padding-bottom: 0px;\r\n            }\r\n            .lwrp .lwrp-list-double,\r\n            .lwrp .lwrp-list-triple{\r\n                width: 100%;\r\n            }\r\n            .lwrp .lwrp-list-row-container{\r\n                justify-content: initial;\r\n                flex-direction: column;\r\n            }\r\n            .lwrp .lwrp-list-row-container .lwrp-list-item{\r\n                width: 100%;\r\n            }\r\n            .lwrp .lwrp-list-item:not(.lwrp-no-posts-message-item){\r\n                \r\n                \r\n            }\r\n            .lwrp .lwrp-list-item .lwrp-list-link .lwrp-list-link-title-text,\r\n            .lwrp .lwrp-list-item .lwrp-list-no-posts-message{\r\n                \r\n                \r\n                \r\n                \r\n            };\r\n        }<\/style>\r\n<div id=\"link-whisper-related-posts-widget\" class=\"link-whisper-related-posts lwrp\">\r\n            <div class=\"lwrp-title\">Related Posts<\/div>    \r\n        <div class=\"lwrp-list-container\">\r\n                                            <div class=\"lwrp-list-multi-container\">\r\n                    <ul class=\"lwrp-list lwrp-list-double lwrp-list-left\">\r\n                        <li class=\"lwrp-list-item\"><a href=\"https:\/\/zxweldingrobot.com\/blog\/cobot-welding\/\" class=\"lwrp-list-link\"><span class=\"lwrp-list-link-title-text\">What Is Cobot Welding? 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Fewer know exactly when their code mandates it &#8211; and that distinction matters more than the treatment itself. A fabricator who applies PWHT to every carbon steel weld wastes time and [&hellip;]<\/p>\n","protected":false},"author":9,"featured_media":4228,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_gspb_post_css":"","footnotes":""},"categories":[1],"tags":[],"class_list":["post-4216","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-welding-robot-blogs"],"blocksy_meta":[],"_links":{"self":[{"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/posts\/4216","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/users\/9"}],"replies":[{"embeddable":true,"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/comments?post=4216"}],"version-history":[{"count":0,"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/posts\/4216\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/media\/4228"}],"wp:attachment":[{"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/media?parent=4216"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/categories?post=4216"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/zxweldingrobot.com\/pt\/wp-json\/wp\/v2\/tags?post=4216"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}