{"id":389028,"date":"2024-10-10T10:10:13","date_gmt":"2024-10-10T10:10:13","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/hyrodynamic-response-for-laying-barge\/"},"modified":"2024-10-10T10:10:13","modified_gmt":"2024-10-10T10:10:13","slug":"hyrodynamic-response-for-laying-barge","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/hyrodynamic-response-for-laying-barge\/","title":{"rendered":"Hyrodynamic Response for Laying Barge"},"content":{"rendered":"

<p>I am performing hydrodynamic response for laying barge. Two issues need to be investigated. <\/p><\/p>\n

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  1. Currently, I am done with the hydrodynamic response with the laying barge without superstructure. I tried to model the superstructure into a model but it got the error “Illegal connection”. I believe that it came from the connection bwt the surfaces of the superstructure. My purpose in modeling superstructure is to calculate the wind force.<\/li>\n
  2. I assume that the rigid pipeline of laying barge acting line mooring line with tension. The tensioner on the Laying Barge and roller on the stinger are supporting structures for rigid pipelines to get the right configuration. I am going to model it like mooring line but I don’t know how to define the contact btw a mooring line to roller on the stinger. Furthermore, is there any alternative way to define exactly rigid pipeline in this case?<\/li>\n<\/ol>\n","protected":false},"template":"","class_list":["post-389028","topic","type-topic","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t