{"id":352196,"date":"2024-02-19T02:13:37","date_gmt":"2024-02-19T02:13:37","guid":{"rendered":"\/forum\/forums\/topic\/vibration-analysis-of-a-cylindrical-shell\/"},"modified":"2024-02-19T08:33:26","modified_gmt":"2024-02-19T08:33:26","slug":"vibration-analysis-of-a-cylindrical-shell","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/vibration-analysis-of-a-cylindrical-shell\/","title":{"rendered":"Vibration Analysis of a cylindrical shell"},"content":{"rendered":"
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Hello <\/span><\/span><\/p>\n<\/div>\n

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 <\/span><\/span>I am currently working on a vibration analysis project involving a cylindrical shell, aiming to replicate the working conditions of a mill. I have successfully conducted one case, simulating the response of the mill in a free condition without any external loads.<\/span><\/span><\/p>\n<\/div>\n

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Now, I am moving on to the second case, where I intend to analyze the mill under loading conditions. My challenge lies in accurately replicating the loads that the mill would undergo during operation. After some research and considering project requirements, it seems that providing <\/span>an initial<\/span> displacement or applying a sinusoidal force are <\/span>viable<\/span> options for loading the structure.<\/span><\/span> <\/span><\/p>\n<\/div>\n

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My questions for the community are as follows:<\/span><\/span> <\/span><\/p>\n<\/div>\n

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Would providing <\/span>an initial<\/span> displacement or applying a sinusoidal force accurately replicate the working conditions of the mill?<\/span><\/span><\/p>\n

If so, how do I go about implementing these loading conditions in my analysis? I am particularly interested in understanding the steps involved in setting up the simulation and recording the vibration response.<\/span><\/span> <\/span><\/p>\n<\/div>\n

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Based on my understanding, a transient structural analysis would be <\/span>appropriate for<\/span> this scenario. Does this approach align with best practices for simulating dynamic loading conditions?<\/span><\/span> <\/span><\/p>\n<\/div>\n

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Thanks\"\"<\/a>\"\"<\/a><\/span><\/span><\/p>\n<\/div>\n","protected":false},"template":"","class_list":["post-352196","topic","type-topic","status-closed","hentry","topic-tag-dynamic-analysis-2","topic-tag-initial-condition","topic-tag-sinusoidal-motion"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["339437","240"],"_bbp_author_ip":["23.206.193.154"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["438"],"_bbp_topic_status":["unanswered"],"_edit_lock":["1708331472:233281"],"_bbp_topic_id":["352196"],"_bbp_forum_id":["27791"],"_bbp_engagement":["240","339437"],"_bbp_voice_count":["2"],"_bbp_reply_count":["6"],"_bbp_last_reply_id":["352964"],"_bbp_last_active_id":["352964"],"_bbp_last_active_time":["2024-02-22 00:18:04"]},"test":"a1877679adelaide-edu-au"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/352196","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\/352196\/revisions"}],"predecessor-version":[{"id":352223,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/352196\/revisions\/352223"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=352196"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}