{"id":141047,"date":"2021-02-03T09:18:12","date_gmt":"2021-02-03T09:18:12","guid":{"rendered":"\/forum\/forums\/reply\/141047\/"},"modified":"2021-02-03T09:18:12","modified_gmt":"2021-02-03T09:18:12","slug":"141047","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/","title":{"rendered":"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL"},"content":{"rendered":"<p>Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure stage.nThank youn<\/p>\n","protected":false},"template":"","class_list":["post-141047","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/\" \/>\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=\"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2021-02-03T09:18:12+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2021-02-03T09:18:12+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure\" \/>\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\\\/reply\\\/141047\\\/#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\\\/forums\\\/reply\\\/141047\\\/#listItem\",\"name\":\"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/141047\\\/#listItem\",\"position\":2,\"name\":\"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}}]},{\"@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\\\/reply\\\/141047\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/141047\\\/\",\"name\":\"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL | Ansys Learning Forum\",\"description\":\"Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure\",\"inLanguage\":\"en-US\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\"},\"breadcrumb\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/141047\\\/#breadcrumblist\"},\"datePublished\":\"2021-02-03T09:18:12+00:00\",\"dateModified\":\"2021-02-03T09:18:12+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\"}}]}\n\t\t<\/script>\n\t\t<!-- All in One SEO -->\n\n","aioseo_head_json":{"title":"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL | Ansys Learning Forum","description":"Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/#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\/forums\/reply\/141047\/#listItem","name":"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/#listItem","position":2,"name":"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL","previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","name":"Home"}}]},{"@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\/reply\/141047\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/","name":"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL | Ansys Learning Forum","description":"Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure","inLanguage":"en-US","isPartOf":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#website"},"breadcrumb":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/#breadcrumblist"},"datePublished":"2021-02-03T09:18:12+00:00","dateModified":"2021-02-03T09:18:12+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":"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL | Ansys Learning Forum","og:description":"Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/","article:published_time":"2021-02-03T09:18:12+00:00","article:modified_time":"2021-02-03T09:18:12+00:00","twitter:card":"summary_large_image","twitter:title":"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL | Ansys Learning Forum","twitter:description":"Hello everyone,nI want to find the strain in convention steel rebar and prestressing steel tendon at different loading stages up to ultimate failure along the length of steel reinforcements. Kindly suggest which strain in the output window i need to select at first crack, yielding of normal steel and PS steel and at ultimate failure"},"aioseo_meta_data":{"post_id":"141047","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":"2024-10-22 00:03:21","updated":"2026-08-31 08:57:00","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\tReply To: modeling and result interpretation of Prestressed concrete beams in APDL\n\t\t<\/span><\/div>","aioseo_breadcrumb_json":[{"label":"Home","link":"https:\/\/innovationspace.ansys.com\/forum"},{"label":"Reply To: modeling and result interpretation of Prestressed concrete beams in APDL","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/141047\/"}],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/141047","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/141047\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=141047"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}