


{"id":164649,"date":"2021-12-07T13:20:33","date_gmt":"2021-12-07T13:20:33","guid":{"rendered":"\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/"},"modified":"2021-12-15T18:21:45","modified_gmt":"2021-12-15T18:21:45","slug":"solid65-alteration-of-the-relaxation-factor-constant-9","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/","title":{"rendered":"SOLID65 &#8211; Alteration of the relaxation factor [Constant 9]"},"content":{"rendered":"<div class=\"Item-Body\">\n<div class=\"Message userContent\">\n<p>Hello friends good morning.<\/p>\n<p>I&#039;m modeling a concrete in ANSYS using the SOLID65 element. The APDL command line is listed below:<\/p>\n<p><\/p>\n<\/p>\n<p>_____<\/p>\n<p><\/p>\n<\/p>\n<p>ET,1,SOLID65<\/p>\n<p>R,1,0,0,0,0,0,0 !real constants<\/p>\n<p>RMORE,0,0,0,0,0,0 !continuation of real constant codes<\/p>\n<p><\/p>\n<\/p>\n<p>MP,EX,1,27996<\/p>\n<p>MP,PRXY,1.0.2<\/p>\n<p>MPTEMP,,,,,,,,<\/p>\n<p>MPTEMP, 1.0<\/p>\n<p>KEYOPT,1,7,1<\/p>\n<p><\/p>\n<\/p>\n<p>TB,CONC,1,1,9<\/p>\n<p>TBTEMP,22<\/p>\n<p>TBDATA,1.0.15,0.8,2.85.50<\/p>\n<p>TBDATA,9,0.5<\/p>\n<p><\/p>\n<\/p>\n<p>TB,MISO,1,1,15.0 !Multilinear Isotropic Model<\/p>\n<p>TBTEMP,22 !Temperature Setting<\/p>\n<p>TBPT,,0,0<\/p>\n<p>TBPT,.0.00025.7<\/p>\n<p>TBPT,,0.0005.13.98<\/p>\n<p>TBPT,.0.00075.20.88<\/p>\n<p>TBPT,,0.001.27.56<\/p>\n<p>TBPT,.0.00125.33.81<\/p>\n<p>TBPT,,0.0015,39.37<\/p>\n<p>TBPT,.0.00175.43.96<\/p>\n<p>TBPT,,0.002.47.34<\/p>\n<p>TBPT,.0.00225.49.35<\/p>\n<p>TBPT.0.0025.50<\/p>\n<p>TBPT,.0.00275.50<\/p>\n<p>TBPT,.0.003.50<\/p>\n<p>TBPT,.0.00325.50<\/p>\n<p>TBPT,.0.0035.50<\/p>\n<p><\/p>\n<\/p>\n<p>_____<\/p>\n<p><\/p>\n<\/p>\n<p>However, there are no changes when changing the constant 9, which represents the relaxation factor of the concrete after reaching the tensile limit.<\/p>\n<p><\/p>\n<\/p>\n<p>Thank you all for the attention.<\/p>\n","protected":false},"template":"","class_list":["post-164649","topic","type-topic","status-closed","hentry","topic-tag-concrete","topic-tag-constants","topic-tag-solid65","topic-tag-tensile","topic-tag-under-relaxation-factor-1"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello friends good morning.I&#039;m modeling a concrete in ANSYS using the SOLID65 element. The APDL command line is listed below:_____ET,1,SOLID65R,1,0,0,0,0,0,0 !real constantsRMORE,0,0,0,0,0,0 !continuation of real constant codesMP,EX,1,27996MP,PRXY,1.0.2MPTEMP,,,,,,,,MPTEMP, 1.0KEYOPT,1,7,1TB,CONC,1,1,9TBTEMP,22TBDATA,1.0.15,0.8,2.85.50TBDATA,9,0.5TB,MISO,1,1,15.0 !Multilinear Isotropic ModelTBTEMP,22 !Temperature SettingTBPT,,0,0TBPT,.0.00025.7TBPT,,0.0005.13.98TBPT,.0.00075.20.88TBPT,,0.001.27.56TBPT,.0.00125.33.81TBPT,,0.0015,39.37TBPT,.0.00175.43.96TBPT,,0.002.47.34TBPT,.0.00225.49.35TBPT.0.0025.50TBPT,.0.00275.50TBPT,.0.003.50TBPT,.0.00325.50TBPT,.0.0035.50_____However, there are no changes when changing the constant 9, which represents the relaxation factor of the concrete after reaching the tensile limit.Thank\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"SOLID65 \u2013 Alteration of the relaxation factor [Constant 9] | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Hello friends good morning.I&#039;m modeling a concrete in ANSYS using the SOLID65 element. The APDL command line is listed below:_____ET,1,SOLID65R,1,0,0,0,0,0,0 !real constantsRMORE,0,0,0,0,0,0 !continuation of real constant codesMP,EX,1,27996MP,PRXY,1.0.2MPTEMP,,,,,,,,MPTEMP, 1.0KEYOPT,1,7,1TB,CONC,1,1,9TBTEMP,22TBDATA,1.0.15,0.8,2.85.50TBDATA,9,0.5TB,MISO,1,1,15.0 !Multilinear Isotropic ModelTBTEMP,22 !Temperature SettingTBPT,,0,0TBPT,.0.00025.7TBPT,,0.0005.13.98TBPT,.0.00075.20.88TBPT,,0.001.27.56TBPT,.0.00125.33.81TBPT,,0.0015,39.37TBPT,.0.00175.43.96TBPT,,0.002.47.34TBPT,.0.00225.49.35TBPT.0.0025.50TBPT,.0.00275.50TBPT,.0.003.50TBPT,.0.00325.50TBPT,.0.0035.50_____However, there are no changes when changing the constant 9, which represents the relaxation factor of the concrete after reaching the tensile limit.Thank\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2021-12-07T13:20:33+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2021-12-15T18:21:45+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"SOLID65 \u2013 Alteration of the relaxation factor [Constant 9] | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Hello friends good morning.I&#039;m modeling a concrete in ANSYS using the SOLID65 element. The APDL command line is listed below:_____ET,1,SOLID65R,1,0,0,0,0,0,0 !real constantsRMORE,0,0,0,0,0,0 !continuation of real constant codesMP,EX,1,27996MP,PRXY,1.0.2MPTEMP,,,,,,,,MPTEMP, 1.0KEYOPT,1,7,1TB,CONC,1,1,9TBTEMP,22TBDATA,1.0.15,0.8,2.85.50TBDATA,9,0.5TB,MISO,1,1,15.0 !Multilinear Isotropic ModelTBTEMP,22 !Temperature SettingTBPT,,0,0TBPT,.0.00025.7TBPT,,0.0005.13.98TBPT,.0.00075.20.88TBPT,,0.001.27.56TBPT,.0.00125.33.81TBPT,,0.0015,39.37TBPT,.0.00175.43.96TBPT,,0.002.47.34TBPT,.0.00225.49.35TBPT.0.0025.50TBPT,.0.00275.50TBPT,.0.003.50TBPT,.0.00325.50TBPT,.0.0035.50_____However, there are no changes when changing the constant 9, which represents the relaxation factor of the concrete after reaching the tensile limit.Thank\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/solid65-alteration-of-the-relaxation-factor-constant-9\\\/#breadcrumblist\",\"itemListElement\":[{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"position\":2,\"name\":\"Topics\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/concrete\\\/#listItem\",\"name\":\"concrete\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/concrete\\\/#listItem\",\"position\":3,\"name\":\"concrete\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/concrete\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/solid65-alteration-of-the-relaxation-factor-constant-9\\\/#listItem\",\"name\":\"SOLID65 &#8211; Alteration of the relaxation factor [Constant 9]\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/solid65-alteration-of-the-relaxation-factor-constant-9\\\/#listItem\",\"position\":4,\"name\":\"SOLID65 &#8211; Alteration of the relaxation factor [Constant 9]\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/concrete\\\/#listItem\",\"name\":\"concrete\"}}]},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/solid65-alteration-of-the-relaxation-factor-constant-9\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/solid65-alteration-of-the-relaxation-factor-constant-9\\\/\",\"name\":\"SOLID65 \\u2013 Alteration of the relaxation factor [Constant 9] | Ansys Learning Forum\",\"description\":\"Hello friends good morning.I'm modeling a concrete in ANSYS using the SOLID65 element. 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The APDL command line is listed below:_____ET,1,SOLID65R,1,0,0,0,0,0,0 !real constantsRMORE,0,0,0,0,0,0 !continuation of real constant codesMP,EX,1,27996MP,PRXY,1.0.2MPTEMP,,,,,,,,MPTEMP, 1.0KEYOPT,1,7,1TB,CONC,1,1,9TBTEMP,22TBDATA,1.0.15,0.8,2.85.50TBDATA,9,0.5TB,MISO,1,1,15.0 !Multilinear Isotropic ModelTBTEMP,22 !Temperature SettingTBPT,,0,0TBPT,.0.00025.7TBPT,,0.0005.13.98TBPT,.0.00075.20.88TBPT,,0.001.27.56TBPT,.0.00125.33.81TBPT,,0.0015,39.37TBPT,.0.00175.43.96TBPT,,0.002.47.34TBPT,.0.00225.49.35TBPT.0.0025.50TBPT,.0.00275.50TBPT,.0.003.50TBPT,.0.00325.50TBPT,.0.0035.50_____However, there are no changes when changing the constant 9, which represents the relaxation factor of the concrete after reaching the tensile limit.Thank","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/#breadcrumblist","itemListElement":[{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","position":1,"name":"Home","item":"https:\/\/innovationspace.ansys.com\/forum","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","position":2,"name":"Topics","item":"https:\/\/innovationspace.ansys.com\/forum\/topics\/","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/concrete\/#listItem","name":"concrete"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","name":"Home"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/concrete\/#listItem","position":3,"name":"concrete","item":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/concrete\/","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/#listItem","name":"SOLID65 &#8211; Alteration of the relaxation factor [Constant 9]"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/#listItem","position":4,"name":"SOLID65 &#8211; Alteration of the relaxation factor [Constant 9]","previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/concrete\/#listItem","name":"concrete"}}]},{"@type":"Organization","@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization","name":"Ansys Learning Forum","description":"Ansys Innovation Space","url":"https:\/\/innovationspace.ansys.com\/forum\/"},{"@type":"WebPage","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/","name":"SOLID65 \u2013 Alteration of the relaxation factor [Constant 9] | Ansys Learning Forum","description":"Hello friends good morning.I'm modeling a concrete in ANSYS using the SOLID65 element. The APDL command line is listed below:_____ET,1,SOLID65R,1,0,0,0,0,0,0 !real constantsRMORE,0,0,0,0,0,0 !continuation of real constant codesMP,EX,1,27996MP,PRXY,1.0.2MPTEMP,,,,,,,,MPTEMP, 1.0KEYOPT,1,7,1TB,CONC,1,1,9TBTEMP,22TBDATA,1.0.15,0.8,2.85.50TBDATA,9,0.5TB,MISO,1,1,15.0 !Multilinear Isotropic ModelTBTEMP,22 !Temperature SettingTBPT,,0,0TBPT,.0.00025.7TBPT,,0.0005.13.98TBPT,.0.00075.20.88TBPT,,0.001.27.56TBPT,.0.00125.33.81TBPT,,0.0015,39.37TBPT,.0.00175.43.96TBPT,,0.002.47.34TBPT,.0.00225.49.35TBPT.0.0025.50TBPT,.0.00275.50TBPT,.0.003.50TBPT,.0.00325.50TBPT,.0.0035.50_____However, there are no changes when changing the constant 9, which represents the relaxation factor of the concrete after reaching the tensile limit.Thank","inLanguage":"en-US","isPartOf":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#website"},"breadcrumb":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/#breadcrumblist"},"datePublished":"2021-12-07T13:20:33+00:00","dateModified":"2021-12-15T18:21:45+00:00"},{"@type":"WebSite","@id":"https:\/\/innovationspace.ansys.com\/forum\/#website","url":"https:\/\/innovationspace.ansys.com\/forum\/","name":"Ansys Learning Forum","description":"Ansys Innovation Space","inLanguage":"en-US","publisher":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization"}}]},"og:locale":"en_US","og:site_name":"Ansys Learning Forum | Ansys Innovation Space","og:type":"article","og:title":"SOLID65 \u2013 Alteration of the relaxation factor [Constant 9] | Ansys Learning Forum","og:description":"Hello friends good morning.I'm modeling a concrete in ANSYS using the SOLID65 element. The APDL command line is listed below:_____ET,1,SOLID65R,1,0,0,0,0,0,0 !real constantsRMORE,0,0,0,0,0,0 !continuation of real constant codesMP,EX,1,27996MP,PRXY,1.0.2MPTEMP,,,,,,,,MPTEMP, 1.0KEYOPT,1,7,1TB,CONC,1,1,9TBTEMP,22TBDATA,1.0.15,0.8,2.85.50TBDATA,9,0.5TB,MISO,1,1,15.0 !Multilinear Isotropic ModelTBTEMP,22 !Temperature SettingTBPT,,0,0TBPT,.0.00025.7TBPT,,0.0005.13.98TBPT,.0.00075.20.88TBPT,,0.001.27.56TBPT,.0.00125.33.81TBPT,,0.0015,39.37TBPT,.0.00175.43.96TBPT,,0.002.47.34TBPT,.0.00225.49.35TBPT.0.0025.50TBPT,.0.00275.50TBPT,.0.003.50TBPT,.0.00325.50TBPT,.0.0035.50_____However, there are no changes when changing the constant 9, which represents the relaxation factor of the concrete after reaching the tensile limit.Thank","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/","article:published_time":"2021-12-07T13:20:33+00:00","article:modified_time":"2021-12-15T18:21:45+00:00","twitter:card":"summary_large_image","twitter:title":"SOLID65 \u2013 Alteration of the relaxation factor [Constant 9] | Ansys Learning Forum","twitter:description":"Hello friends good morning.I'm modeling a concrete in ANSYS using the SOLID65 element. The APDL command line is listed below:_____ET,1,SOLID65R,1,0,0,0,0,0,0 !real constantsRMORE,0,0,0,0,0,0 !continuation of real constant codesMP,EX,1,27996MP,PRXY,1.0.2MPTEMP,,,,,,,,MPTEMP, 1.0KEYOPT,1,7,1TB,CONC,1,1,9TBTEMP,22TBDATA,1.0.15,0.8,2.85.50TBDATA,9,0.5TB,MISO,1,1,15.0 !Multilinear Isotropic ModelTBTEMP,22 !Temperature SettingTBPT,,0,0TBPT,.0.00025.7TBPT,,0.0005.13.98TBPT,.0.00075.20.88TBPT,,0.001.27.56TBPT,.0.00125.33.81TBPT,,0.0015,39.37TBPT,.0.00175.43.96TBPT,,0.002.47.34TBPT,.0.00225.49.35TBPT.0.0025.50TBPT,.0.00275.50TBPT,.0.003.50TBPT,.0.00325.50TBPT,.0.0035.50_____However, there are no changes when changing the constant 9, which represents the relaxation factor of the concrete after reaching the tensile limit.Thank"},"aioseo_meta_data":{"post_id":"164649","title":null,"description":null,"keywords":null,"keyphrases":null,"primary_term":null,"canonical_url":null,"og_title":null,"og_description":null,"og_object_type":"default","og_image_type":"content","og_image_url":null,"og_image_width":null,"og_image_height":null,"og_image_custom_url":null,"og_image_custom_fields":null,"og_video":null,"og_custom_url":null,"og_article_section":null,"og_article_tags":null,"twitter_use_og":true,"twitter_card":"default","twitter_image_type":"default","twitter_image_url":null,"twitter_image_custom_url":null,"twitter_image_custom_fields":null,"twitter_title":null,"twitter_description":null,"schema":{"blockGraphs":[],"customGraphs":[],"default":{"data":{"Article":[],"Course":[],"Dataset":[],"FAQPage":[],"Movie":[],"Person":[],"Product":[],"ProductReview":[],"Car":[],"Recipe":[],"Service":[],"SoftwareApplication":[],"WebPage":[]},"graphName":"","isEnabled":true},"graphs":[]},"schema_type":"default","schema_type_options":null,"pillar_content":false,"robots_default":true,"robots_noindex":false,"robots_noarchive":false,"robots_nosnippet":false,"robots_nofollow":false,"robots_noimageindex":false,"robots_noodp":false,"robots_notranslate":false,"robots_max_snippet":null,"robots_max_videopreview":null,"robots_max_imagepreview":"large","priority":null,"frequency":null,"local_seo":null,"limit_modified_date":false,"created":"2024-10-28 20:23:16","updated":"2024-10-28 20:23:16","ai":null,"breadcrumb_settings":null,"seo_analyzer_scan_date":null},"aioseo_breadcrumb":"<div class=\"aioseo-breadcrumbs\"><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\" title=\"Home\">Home<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\/topics\/\" title=\"Topics\">Topics<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/concrete\/\" title=\"concrete\">concrete<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\tSOLID65 \u2013 Alteration of the relaxation factor [Constant 9]\n\t\t<\/span><\/div>","aioseo_breadcrumb_json":[{"label":"Home","link":"https:\/\/innovationspace.ansys.com\/forum"},{"label":"Topics","link":"https:\/\/innovationspace.ansys.com\/forum\/topics\/"},{"label":"concrete","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/concrete\/"},{"label":"SOLID65 &#8211; Alteration of the relaxation factor [Constant 9]","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/solid65-alteration-of-the-relaxation-factor-constant-9\/"}],"acf":[],"custom_fields":[{"0":{"_bbp_author_ip":[""],"_bbp_old_reply_author_name_id":["Anonymous"],"_bbp_old_is_reply_anonymous_id":["false"],"_btv_view_count":["1043"],"_bbp_likes_count":["0"],"_bbp_subscription":["239489"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["164649"],"_bbp_forum_id":["27791"],"_bbp_engagement":["88","20905","58821","200585"],"_bbp_voice_count":["4"],"_bbp_reply_count":["7"],"_bbp_last_reply_id":["199759"],"_bbp_last_active_id":["199759"],"_bbp_last_active_time":["2021-12-15 18:21:45"]},"test":"lucas-ppgeceagmail-com"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/164649","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/164649\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=164649"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}