{"id":36707,"date":"2019-07-23T17:00:16","date_gmt":"2019-07-23T17:00:16","guid":{"rendered":"\/forum\/forums\/topic\/how-to-set-the-failure-criteria-for-deformation-in-six-sigma-analysis-ssa\/"},"modified":"2019-07-23T17:00:16","modified_gmt":"2019-07-23T17:00:16","slug":"how-to-set-the-failure-criteria-for-deformation-in-six-sigma-analysis-ssa","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/how-to-set-the-failure-criteria-for-deformation-in-six-sigma-analysis-ssa\/","title":{"rendered":"How to set the failure criteria for deformation in Six Sigma Analysis (SSA)"},"content":{"rendered":"<p>Hello everyone,<\/p>\n<p><\/p>\n<p>I&#8217;m new to Ansys and I&#8217;m using Ansys Workbench to simulate the effect of traffic load to the buried pipe. I wanted to calculate the pipe&#8217;s probability of failure under the effect of the traffic load. I used the deformation as the performance. Technically, the pipe is considered as failed when its deformation value exceeds 5% of the pipe diameter. However, I couldn&#8217;t find anywhere to set the failure criteria based on the deformation parameter or either the range for deformation (so that in the CDF plot, it can show the probability of deformation value from 0 to the threshold of deformation which is 2.7in in my case). The only thing that I could see was the calculated value of deformation. Can anyone please help me with this? Any information helps.<\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/64b849ed-60c0-4de4-8dca-aa920037c2a8\/b58b204a-3ba6-46f6-a6b5-aa930109b36a_capture.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/64b849ed-60c0-4de4-8dca-aa920037c2a8\/c7b51db1-165f-4925-811e-aa93011831e8_capture.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n<p><\/p>\n<p>Thank you so much!<\/p>\n<p><\/p>\n<p>Regards,<\/p>\n<p><\/p>\n<p>Hung.<\/p>\n","protected":false},"template":"","class_list":["post-36707","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["8881"],"_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"],"_btv_view_count":["315"],"_bbp_subscription":["241560"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["36707"],"_bbp_forum_id":["27789"],"_bbp_engagement":["240","166927"],"_bbp_voice_count":["2"],"_bbp_reply_count":["6"],"_bbp_last_reply_id":["90572"],"_bbp_last_active_id":["90572"],"_bbp_last_active_time":["2019-07-26 20:13:39"]},"test":"hquoc87"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/36707","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\/36707\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=36707"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}