{"id":318099,"date":"2023-11-17T03:20:35","date_gmt":"2023-11-17T03:20:35","guid":{"rendered":"\/forum\/forums\/topic\/difference-in-solidwork-vs-ansys-buckling-load\/"},"modified":"2023-11-17T03:20:35","modified_gmt":"2023-11-17T03:20:35","slug":"difference-in-solidwork-vs-ansys-buckling-load","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/difference-in-solidwork-vs-ansys-buckling-load\/","title":{"rendered":"Difference in Solidwork Vs Ansys Buckling Load"},"content":{"rendered":"<p>Hello, I am new to ansys and I am trying to calculate the buckling load of the strut of this structure. (The labelled parts when joined together basically.)<\/p>\n<p><a class=\"CID978ef78f-9edb-41e0-8123-56792d7a8ed7\" data-sessionid=\"5309a168-ff5b-45a0-83f9-048e9d6a4586\" data-shapeids=\"3\" data-slideid=\"\">&nbsp;<img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/17-11-2023-1700190425-mceclip0.png\" width=\"591\" height=\"296\"><\/a><\/p>\n<p>&nbsp;<\/p>\n<p>The steps performed are shown below, as well as the <span class=\"TextRun SCXP204606231 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP204606231 BCX9\">Location, Magnitude (45N), and direction of Force and l<\/span><\/span><span class=\"TextRun SCXP91215868 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP91215868 BCX9\">ocation of the fixed <\/span><\/span><span class=\"TextRun SCXP91215868 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"SpellingError SCXP91215868 BCX9\">constraint.<\/span><\/span><span class=\"EOP SCXP91215868 BCX9\">\u200b<\/span><\/p>\n<p><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/17-11-2023-1700190514-mceclip1.png\"><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/17-11-2023-1700190541-mceclip2.png\" width=\"594\" height=\"610\"><\/p>\n<p class=\"Paragraph SCXP231420625 BCX9\" lang=\"EN-US\" xml:lang=\"EN-US\" data-ccp-props=\"{&quot;335551550&quot;:1,&quot;335551620&quot;:1,&quot;335559683&quot;:0,&quot;335559685&quot;:450,&quot;335559731&quot;:-450,&quot;335559737&quot;:0,&quot;335562764&quot;:2,&quot;335562765&quot;:1,&quot;335562766&quot;:4,&quot;335562767&quot;:0,&quot;335562768&quot;:4,&quot;335562769&quot;:0}\" data-indent=\"-450\"><span class=\"TextRun SCXP231420625 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP231420625 BCX9\">5 modes were obtained from the analysis. &ndash;<\/span><\/span><span class=\"TextRun SCXP231420625 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"SpellingError SCXP231420625 BCX9\">ve<\/span><\/span><span class=\"TextRun SCXP231420625 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP231420625 BCX9\">&nbsp;<\/span><\/span><span class=\"TextRun SCXP231420625 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP231420625 BCX9\">Load multiplier represents tension instead of <\/span><\/span><span class=\"TextRun SCXP231420625 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP231420625 BCX9\">compression force.&nbsp;<\/span><\/span><span class=\"EOP SCXP231420625 BCX9\">\u200b <\/span><span class=\"TextRun SCXP231420625 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP231420625 BCX9\">From this analysis, the critical buckling load is&nbsp;<\/span><\/span><span class=\"TextRun SCXP231420625 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP231420625 BCX9\">found to be 45N*16.076=723.015N (72kg). Have I made a mistake? The value appears to be too high for this structure to possibly withstand<\/span><\/span><\/p>\n<p class=\"Paragraph SCXP231420625 BCX9\" lang=\"EN-US\" xml:lang=\"EN-US\" data-ccp-props=\"{&quot;335551550&quot;:1,&quot;335551620&quot;:1,&quot;335559683&quot;:0,&quot;335559685&quot;:450,&quot;335559731&quot;:-450,&quot;335559737&quot;:0,&quot;335562764&quot;:2,&quot;335562765&quot;:1,&quot;335562766&quot;:4,&quot;335562767&quot;:0,&quot;335562768&quot;:4,&quot;335562769&quot;:0}\" data-indent=\"-450\"><span class=\"EOP SCXP231420625 BCX9\"><a class=\"CID0acbe942-3f20-4b0e-afd5-e6f992505467\" data-sessionid=\"5309a168-ff5b-45a0-83f9-048e9d6a4586\" data-shapeids=\"4\" data-slideid=\"\">&nbsp;<\/a><img loading=\"lazy\" decoding=\"async\" class=\"CID0acbe942-3f20-4b0e-afd5-e6f992505467\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/17-11-2023-1700190709-blobid1.jpg\" alt=\"\" width=\"175\" height=\"106\" data-image-width-mu=\"5.78544061302682\" data-image-height-mu=\"3.50574712643678\" data-from-ppt-online=\"true\"><\/span><\/p>\n<p class=\"Paragraph SCXP231420625 BCX9\" lang=\"EN-US\" xml:lang=\"EN-US\" data-ccp-props=\"{&quot;335551550&quot;:1,&quot;335551620&quot;:1,&quot;335559683&quot;:0,&quot;335559685&quot;:450,&quot;335559731&quot;:-450,&quot;335559737&quot;:0,&quot;335562764&quot;:2,&quot;335562765&quot;:1,&quot;335562766&quot;:4,&quot;335562767&quot;:0,&quot;335562768&quot;:4,&quot;335562769&quot;:0}\" data-indent=\"-450\">&nbsp;<\/p>\n<p class=\"Paragraph SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-ccp-props=\"{&quot;335551550&quot;:1,&quot;335551620&quot;:1,&quot;335559683&quot;:0,&quot;335559685&quot;:450,&quot;335559731&quot;:-450,&quot;335559737&quot;:0,&quot;335562764&quot;:2,&quot;335562765&quot;:1,&quot;335562766&quot;:4,&quot;335562767&quot;:0,&quot;335562768&quot;:4,&quot;335562769&quot;:0}\" data-indent=\"-450\"><span class=\"TextRun SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP62073866 BCX9\">A simple&nbsp;<\/span><\/span><span class=\"TextRun SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"SpellingError SCXP62073866 BCX9\">solidwork<\/span><\/span><span class=\"TextRun SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP62073866 BCX9\">&nbsp;buckling&nbsp;<\/span><\/span><span class=\"TextRun SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP62073866 BCX9\">analysis shows a load factor of&nbsp;<\/span><\/span><span class=\"TextRun SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP62073866 BCX9\">3.8317. This means the critical&nbsp;<\/span><\/span><span class=\"TextRun SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP62073866 BCX9\">buckling load is 45*3.8317=&nbsp;<\/span><\/span><span class=\"TextRun SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-scheme-color=\"@504C44,,\" data-usefontface=\"true\" data-contrast=\"none\"><span class=\"NormalTextRun SCXP62073866 BCX9\">172.4265N<\/span><\/span><\/p>\n<p class=\"Paragraph SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-ccp-props=\"{&quot;335551550&quot;:1,&quot;335551620&quot;:1,&quot;335559683&quot;:0,&quot;335559685&quot;:450,&quot;335559731&quot;:-450,&quot;335559737&quot;:0,&quot;335562764&quot;:2,&quot;335562765&quot;:1,&quot;335562766&quot;:4,&quot;335562767&quot;:0,&quot;335562768&quot;:4,&quot;335562769&quot;:0}\" data-indent=\"-450\"><span class=\"EOP SCXP62073866 BCX9\"><a class=\"CIDdf5401f1-bc8e-4c3b-a735-7f4d07ce4c77\" data-sessionid=\"5309a168-ff5b-45a0-83f9-048e9d6a4586\" data-shapeids=\"4\" data-slideid=\"\">&nbsp;<\/a><img decoding=\"async\" class=\"CIDdf5401f1-bc8e-4c3b-a735-7f4d07ce4c77\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/17-11-2023-1700190785-blobid2.jpg\" alt=\"\" data-image-width-mu=\"18.3333333333333\" data-image-height-mu=\"9.46360153256705\" data-from-ppt-online=\"true\"><\/span><\/p>\n<p class=\"Paragraph SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-ccp-props=\"{&quot;335551550&quot;:1,&quot;335551620&quot;:1,&quot;335559683&quot;:0,&quot;335559685&quot;:450,&quot;335559731&quot;:-450,&quot;335559737&quot;:0,&quot;335562764&quot;:2,&quot;335562765&quot;:1,&quot;335562766&quot;:4,&quot;335562767&quot;:0,&quot;335562768&quot;:4,&quot;335562769&quot;:0}\" data-indent=\"-450\">&nbsp;<\/p>\n<p class=\"Paragraph SCXP62073866 BCX9\" lang=\"EN-SG\" xml:lang=\"EN-SG\" data-ccp-props=\"{&quot;335551550&quot;:1,&quot;335551620&quot;:1,&quot;335559683&quot;:0,&quot;335559685&quot;:450,&quot;335559731&quot;:-450,&quot;335559737&quot;:0,&quot;335562764&quot;:2,&quot;335562765&quot;:1,&quot;335562766&quot;:4,&quot;335562767&quot;:0,&quot;335562768&quot;:4,&quot;335562769&quot;:0}\" data-indent=\"-450\"><span class=\"EOP SCXP62073866 BCX9\">Why is there such a huge difference in load factor when the material properties, force magnitude, and location of fixed constraint are the same?\u200b Just for reference, the tube is 80cm long and has a 1.5cm diameter<\/span><\/p>\n","protected":false},"template":"","class_list":["post-318099","topic","type-topic","status-closed","hentry","topic-tag-buckling-analysis","topic-tag-critical-buckling-load-1","topic-tag-eigen-value-buckling-1"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello, I am new to ansys and I am trying to calculate the buckling load of the strut of this structure. 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(The labelled parts when joined together basically.) The steps performed are shown below, as well as the Location, Magnitude (45N), and direction of Force and location of the fixed constraint.\u200b5 modes were obtained from the","inLanguage":"en-US","isPartOf":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#website"},"breadcrumb":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/difference-in-solidwork-vs-ansys-buckling-load\/#breadcrumblist"},"datePublished":"2023-11-17T03:20:35+00:00","dateModified":"2023-11-17T03:20:35+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":"Difference in Solidwork Vs Ansys Buckling Load | Ansys Learning Forum","og:description":"Hello, I am new to ansys and I am trying to calculate the buckling load of the strut of this structure. (The labelled parts when joined together basically.) The steps performed are shown below, as well as the Location, Magnitude (45N), and direction of Force and location of the fixed constraint.\u200b5 modes were obtained from the","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/difference-in-solidwork-vs-ansys-buckling-load\/","og:image":"https:\/\/innovationspace.ansys.com\/forum\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/17-11-2023-1700190425-mceclip0.png","og:image:secure_url":"https:\/\/innovationspace.ansys.com\/forum\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/17-11-2023-1700190425-mceclip0.png","article:published_time":"2023-11-17T03:20:35+00:00","article:modified_time":"2023-11-17T03:20:35+00:00","twitter:card":"summary_large_image","twitter:title":"Difference in Solidwork Vs Ansys Buckling Load | Ansys Learning Forum","twitter:description":"Hello, I am new to ansys and I am trying to calculate the buckling load of the strut of this structure. (The labelled parts when joined together basically.) The steps performed are shown below, as well as the Location, Magnitude (45N), and direction of Force and location of the fixed constraint.\u200b5 modes were obtained from the","twitter:image":"https:\/\/innovationspace.ansys.com\/forum\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/17-11-2023-1700190425-mceclip0.png"},"aioseo_meta_data":{"post_id":"318099","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 17:33:15","updated":"2024-10-28 17:33:15","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\/buckling-analysis\/\" title=\"buckling-analysis\">buckling-analysis<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\tDifference in Solidwork Vs Ansys Buckling Load\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":"buckling-analysis","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic-tag\/buckling-analysis\/"},{"label":"Difference in Solidwork Vs Ansys Buckling Load","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/difference-in-solidwork-vs-ansys-buckling-load\/"}],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["43831","9871"],"_bbp_author_ip":["23.206.193.154"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["467"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["318099"],"_bbp_forum_id":["27790"],"_bbp_engagement":["9871","43831"],"_bbp_voice_count":["2"],"_bbp_reply_count":["4"],"_bbp_last_reply_id":["318244"],"_bbp_last_active_id":["318244"],"_bbp_last_active_time":["2023-11-17 17:04:12"]},"test":"ni1g20soton-ac-uk"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/318099","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\/318099\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=318099"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}