


{"id":52449,"date":"2021-02-21T01:05:09","date_gmt":"2021-02-21T01:05:09","guid":{"rendered":"\/forum\/forums\/topic\/how-to-model-pulley-systems-and-bollards-with-ropes-under-friction\/"},"modified":"2021-02-21T01:05:09","modified_gmt":"2021-02-21T01:05:09","slug":"how-to-model-pulley-systems-and-bollards-with-ropes-under-friction","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/how-to-model-pulley-systems-and-bollards-with-ropes-under-friction\/","title":{"rendered":"How to model pulley systems and bollards with ropes under friction"},"content":{"rendered":"<div class=\"Item-Body\">\n<div class=\"Message userContent\">\n<p>Hello people, <\/p>\n<p>I&#039;m new to Ansys or CAE in general and I decided to model a pulley or bollard system with ropes and friction. First I wanted to create a bollard model with a rope and check the results manually with the Euler-Eytelwein formula. <\/p>\n<p>I faced a few problems. First I tried to model the rope as &quot;cable&quot; or &quot;link&quot; in Ansys by extracting it as a beam in SpaceClaim and changing it while PreProcessing to &quot;cable&quot; or link&quot;. This failed because Ansys didn&#039;t detect connections\/contacts between the bollard and the rope. <\/p>\n<p>Then I modelled the rope in SpaceClaim as &quot;Solid&quot;. The connection was detected and I can choose the friction etc. However, the results with the solid are not satisfactory at all. Is there any way to model friction\/contact with links or cables, mabye changing the solid afterwards? Or did I do things wrong with my solid modelling?<\/p>\n<p>Explanations for the boundary conditions: <\/p>\n<p>Displacement 2 : Top right face of the solid is held in every direction<\/p>\n<p>Displacement: Shell surface of the lower left part is held in x,y directions in order to keep it straight<\/p>\n<p>Fixed Support: The inner surface of the bollard\/pulley is held<\/p>\n<p>Force: Force acts downwards on the left side surface area of the &quot;rope&quot;<\/p>\n<p>My problem here is actually that the fixed support in the bollard is bearing most of the load and not the reaction force in the rope, which is due to the &quot;solid&quot; behavior. <\/p>\n<p>I&#039;m sorry for the long question and hope that you can help me. <\/p>\n<div class=\"embedExternal embedImage\">\n<div class=\"embedExternal-content\">\n<a class=\"embedImage-link\" href=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/BDT3ZG7YQL5G\/bollard-png.png\" rel=\"nofollow noopener\" target=\"_blank\"><br \/>\n<img decoding=\"async\" class=\"embedImage-img\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/BDT3ZG7YQL5G\/bollard-png.png\" alt=\"bollard.PNG\" \/><br \/>\n<\/a><\/p>\n","protected":false},"template":"","class_list":["post-52449","topic","type-topic","status-closed","hentry","topic-tag-material","topic-tag-properties","topic-tag-static-structural","topic-tag-transient-structural"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello people, I&#039;m new to Ansys or CAE in general and I decided to model a pulley or bollard system with ropes and friction. 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First I wanted to create a bollard model with a rope and check the results manually with the Euler-Eytelwein formula. I faced a few problems. 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First I wanted to create a bollard model with a rope and check the results manually with the Euler-Eytelwein formula. I faced a few problems. 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