{"id":363387,"date":"2024-04-22T03:35:02","date_gmt":"2024-04-22T03:35:02","guid":{"rendered":"\/forum\/forums\/topic\/buckling-of-pile\/"},"modified":"2024-04-22T08:29:51","modified_gmt":"2024-04-22T08:29:51","slug":"buckling-of-pile","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/","title":{"rendered":"Buckling of pile"},"content":{"rendered":"<div class=\"ps-post__body ps-js-post-body\">\n<div class=\"ps-post__content ps-js-activity-content ps-js-activity-content--17328\">I&#8217;m working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the solver only evaluate buckling load factor for axial load while lateral load is constant<\/div>\n<\/div>\n<div class=\"ps-post__footer\">\n<div class=\"ps-post__actions stream-actions js-stream-actions action_inner_138586\" data-type=\"stream-action\">\n<div class=\"ps-post__actions-inner action_inner_138586\">&nbsp;<\/div>\n<\/div>\n<\/div>\n","protected":false},"template":"","class_list":["post-363387","topic","type-topic","status-closed","hentry","topic-tag-buckling-analysis","topic-tag-eigenvalue-buckling","topic-tag-lateral-buckling-2"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"I&#039;m working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/\" \/>\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=\"Buckling of pile | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"I&#039;m working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-04-22T03:35:02+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-04-22T08:29:51+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Buckling of pile | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"I&#039;m working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the\" \/>\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\\\/buckling-of-pile\\\/#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\\\/eigenvalue-buckling\\\/#listItem\",\"name\":\"eigenvalue-buckling\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/eigenvalue-buckling\\\/#listItem\",\"position\":3,\"name\":\"eigenvalue-buckling\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/eigenvalue-buckling\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/buckling-of-pile\\\/#listItem\",\"name\":\"Buckling of pile\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/buckling-of-pile\\\/#listItem\",\"position\":4,\"name\":\"Buckling of pile\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic-tag\\\/eigenvalue-buckling\\\/#listItem\",\"name\":\"eigenvalue-buckling\"}}]},{\"@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\\\/buckling-of-pile\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/buckling-of-pile\\\/\",\"name\":\"Buckling of pile | Ansys Learning Forum\",\"description\":\"I'm working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the\",\"inLanguage\":\"en-US\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\"},\"breadcrumb\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/buckling-of-pile\\\/#breadcrumblist\"},\"datePublished\":\"2024-04-22T03:35:02+00:00\",\"dateModified\":\"2024-04-22T08:29:51+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":"Buckling of pile | Ansys Learning Forum","description":"I'm working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/#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\/eigenvalue-buckling\/#listItem","name":"eigenvalue-buckling"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","name":"Home"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/eigenvalue-buckling\/#listItem","position":3,"name":"eigenvalue-buckling","item":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/eigenvalue-buckling\/","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/#listItem","name":"Buckling of pile"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/#listItem","position":4,"name":"Buckling of pile","previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/eigenvalue-buckling\/#listItem","name":"eigenvalue-buckling"}}]},{"@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\/buckling-of-pile\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/","name":"Buckling of pile | Ansys Learning Forum","description":"I'm working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the","inLanguage":"en-US","isPartOf":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#website"},"breadcrumb":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/#breadcrumblist"},"datePublished":"2024-04-22T03:35:02+00:00","dateModified":"2024-04-22T08:29:51+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":"Buckling of pile | Ansys Learning Forum","og:description":"I'm working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/","article:published_time":"2024-04-22T03:35:02+00:00","article:modified_time":"2024-04-22T08:29:51+00:00","twitter:card":"summary_large_image","twitter:title":"Buckling of pile | Ansys Learning Forum","twitter:description":"I'm working on analyzing axial buckling force of pile under constant lateral load at pile head. When i perform eigen buckling analysis in Ansys, i apply force on both axial and lateral axis of the pile but the load factor result is for both axial and lateral load. Please show me how to make the"},"aioseo_meta_data":{"post_id":"363387","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 16:46:02","updated":"2024-10-28 16:46:02","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\/eigenvalue-buckling\/\" title=\"eigenvalue-buckling\">eigenvalue-buckling<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\tBuckling of pile\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":"eigenvalue-buckling","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/eigenvalue-buckling\/"},{"label":"Buckling of pile","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-of-pile\/"}],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["19011","58821"],"_bbp_author_ip":["23.206.193.59"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["238"],"_bbp_topic_status":["unanswered"],"_edit_lock":["1713757340:291337"],"_bbp_status":["publish"],"_bbp_topic_id":["363387"],"_bbp_forum_id":["27791"],"_bbp_engagement":["19011","58821"],"_bbp_voice_count":["2"],"_bbp_reply_count":["3"],"_bbp_last_reply_id":["363426"],"_bbp_last_active_id":["363426"],"_bbp_last_active_time":["2024-04-22 08:29:27"]},"test":"hoa-vu_hhmyhcmut-edu-vn"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/363387","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":1,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/363387\/revisions"}],"predecessor-version":[{"id":363388,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/363387\/revisions\/363388"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=363387"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}