{"id":201662,"date":"2022-01-03T09:23:54","date_gmt":"2022-01-03T09:23:54","guid":{"rendered":"\/forum\/forums\/reply\/201662\/"},"modified":"2022-01-03T10:20:48","modified_gmt":"2022-01-03T10:20:48","slug":"201662","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/","title":{"rendered":"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation"},"content":{"rendered":"<p>Thank you so much  sir for your answer. Yes exactly,  i&#8217;m trying to compare the FEA solution to Euler-Bernoulli deflection equations.  My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i&#8217;m trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify if the deviation between the results was caused by the fact of using a different beam theory (including the shear deformation effect)?<\/p>\n","protected":false},"template":"","class_list":["post-201662","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=\"Thank you so much sir for your answer. Yes exactly, i&#039;m trying to compare the FEA solution to Euler-Bernoulli deflection equations. My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i&#039;m trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/\" \/>\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: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Thank you so much sir for your answer. Yes exactly, i&#039;m trying to compare the FEA solution to Euler-Bernoulli deflection equations. My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i&#039;m trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2022-01-03T09:23:54+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2022-01-03T10:20:48+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Thank you so much sir for your answer. Yes exactly, i&#039;m trying to compare the FEA solution to Euler-Bernoulli deflection equations. My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i&#039;m trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify\" \/>\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\\\/201662\\\/#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\\\/201662\\\/#listItem\",\"name\":\"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/201662\\\/#listItem\",\"position\":2,\"name\":\"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation\",\"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\\\/201662\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/201662\\\/\",\"name\":\"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation | Ansys Learning Forum\",\"description\":\"Thank you so much sir for your answer. Yes exactly, i'm trying to compare the FEA solution to Euler-Bernoulli deflection equations. My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i'm trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify\",\"inLanguage\":\"en-US\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\"},\"breadcrumb\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/201662\\\/#breadcrumblist\"},\"datePublished\":\"2022-01-03T09:23:54+00:00\",\"dateModified\":\"2022-01-03T10:20:48+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: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation | Ansys Learning Forum","description":"Thank you so much sir for your answer. Yes exactly, i'm trying to compare the FEA solution to Euler-Bernoulli deflection equations. My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i'm trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/#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\/201662\/#listItem","name":"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/#listItem","position":2,"name":"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation","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\/201662\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/","name":"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation | Ansys Learning Forum","description":"Thank you so much sir for your answer. Yes exactly, i'm trying to compare the FEA solution to Euler-Bernoulli deflection equations. My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i'm trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify","inLanguage":"en-US","isPartOf":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#website"},"breadcrumb":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/#breadcrumblist"},"datePublished":"2022-01-03T09:23:54+00:00","dateModified":"2022-01-03T10:20:48+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: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation | Ansys Learning Forum","og:description":"Thank you so much sir for your answer. Yes exactly, i'm trying to compare the FEA solution to Euler-Bernoulli deflection equations. My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i'm trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/","article:published_time":"2022-01-03T09:23:54+00:00","article:modified_time":"2022-01-03T10:20:48+00:00","twitter:card":"summary_large_image","twitter:title":"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation | Ansys Learning Forum","twitter:description":"Thank you so much sir for your answer. Yes exactly, i'm trying to compare the FEA solution to Euler-Bernoulli deflection equations. My numerical results were different than those which are obtained analytically using Euler-Bernoulli equations and i'm trying to see if this deviation is due to the shear deformation effect.In your opinion sirHow can verify"},"aioseo_meta_data":{"post_id":"201662","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":"2024-10-25 16:22:23","updated":"2026-09-09 14:12:09","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: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation\n\t\t<\/span><\/div>","aioseo_breadcrumb_json":[{"label":"Home","link":"https:\/\/innovationspace.ansys.com\/forum"},{"label":"Reply To: How.can i use the beam188 element in the Ansys workbench but without including the shear deformation","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/201662\/"}],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/201662","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\/201662\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=201662"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}