{"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":"

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

 <\/a><\/p>\n

 <\/p>\n

The steps performed are shown below, as well as the Location, Magnitude (45N), and direction of Force and l<\/span><\/span>ocation of the fixed <\/span><\/span>constraint.<\/span><\/span>\u200b<\/span><\/p>\n

<\/p>\n

5 modes were obtained from the analysis. –<\/span><\/span>ve<\/span><\/span> <\/span><\/span>Load multiplier represents tension instead of <\/span><\/span>compression force. <\/span><\/span>\u200b <\/span>From this analysis, the critical buckling load is <\/span><\/span>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

 <\/a>\"\"<\/span><\/p>\n

 <\/p>\n

A simple <\/span><\/span>solidwork<\/span><\/span> buckling <\/span><\/span>analysis shows a load factor of <\/span><\/span>3.8317. This means the critical <\/span><\/span>buckling load is 45*3.8317= <\/span><\/span>172.4265N<\/span><\/span><\/p>\n

 <\/a>\"\"<\/span><\/p>\n

 <\/p>\n

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":[],"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":["416"],"_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}]}}