{"id":32296,"date":"2018-12-24T01:19:02","date_gmt":"2018-12-24T01:19:02","guid":{"rendered":"\/forum\/forums\/topic\/design-of-offshore-tripod-bucket-foundation-via-ansys-19-1\/"},"modified":"2018-12-24T01:19:02","modified_gmt":"2018-12-24T01:19:02","slug":"design-of-offshore-tripod-bucket-foundation-via-ansys-19-1","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/design-of-offshore-tripod-bucket-foundation-via-ansys-19-1\/","title":{"rendered":"design of offshore tripod bucket foundation via ansys 19.1"},"content":{"rendered":"<p>Dear All&nbsp;<\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n<p><\/p>\n<p>&nbsp;i want to model a soil under&nbsp; tripod bucket offshore foundation&nbsp; and getting the displacement and rotation by applying&nbsp; wave load , the soil should be modeled with mohr Colomb theory and it is sandy clay, but unfortunately i do not know how to do it , could you please someone help and guide me, i mean if there is any tutorial or sample project could please introduce to me&nbsp; &nbsp;actually i do not know which steps must be followed on ansys workbench19.1 in order to simulate the soil,i?step by step approach&nbsp;<\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n<p><\/p>\n<p>&nbsp;many thanks&nbsp;<\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/dec3044b-c25e-487d-bcfe-a9c0000be3d2\/410daa54-0936-4002-a08e-a9c000151446_777.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/dec3044b-c25e-487d-bcfe-a9c0000be3d2\/d0c35f24-7572-45e0-86a7-a9c00015a915_66.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n","protected":false},"template":"","class_list":["post-32296","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["4468"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["publish"],"_bbp_author_ip":[null],"_bbp_old_sticky_status_id":["normal"],"_bbp_likes_count":["0","0","0","0","0"],"_btv_view_count":["553"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["32296"],"_bbp_forum_id":["27791"],"_bbp_engagement":["240","161374"],"_bbp_voice_count":["2"],"_bbp_reply_count":["20"],"_bbp_last_reply_id":["73440"],"_bbp_last_active_id":["73440"],"_bbp_last_active_time":["2018-12-31 19:42:06"]},"test":"yasser1987"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/32296","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\/32296\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=32296"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}