Dear all,<\/p>\n
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I tried to re-create FE model of steel tubular infilled with concrete just like my reference journal (in attached file). My reference journal use ABAQUS to modeling the steel tubular infilled with concrete.<\/span> I have follow the instruction from this link<\/a> to make my own model using ANSYS. But there are some problem that I don’t understand such as microplane method for concrete (link2<\/a>) as the recommendation from 1st link and the element that I should use.<\/p>\n <\/p>\n So my main problem is the ultimate load capacity is not the same as my reference.<\/p>\n <\/p>\n Here some summary of my reference journal as my understanding :<\/p>\n <\/p>\n 1) For material properties of steel and concrete, my reference journal use stress strain curve<\/p>\n <\/p>\n 2) There is concrete damaged plasticity model for nonlinear behaviour, it need several parameter (e.g. dilation angle, flow potential eccentricity, viscoplastic, etc). im not using it cause I don’t know how to input that in ANSYS<\/p>\n <\/p>\n 3) There is restraining bending moment by supports at column ends. I don’t know how to input in that ANSYS too<\/span><\/p>\n <\/p>\n I already ran the model but the size more than 2GB, so i clear the generated data. <\/span><\/p>\n <\/p>\n I want to apply this FE model for my undergraduate thesis. I m new using ANSYS, kindly help me solve this<\/span>.<\/span><\/p>\n <\/p>\n <\/p>\n <\/p>\n Thanks for your time,<\/span><\/p>\n <\/p>\n Fadly<\/span><\/p>\n","protected":false},"template":"","class_list":["post-36094","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["8266"],"_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":["484"],"_bbp_subscription":["240888"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["36094"],"_bbp_forum_id":["27791"],"_bbp_engagement":["22","166215"],"_bbp_voice_count":["2"],"_bbp_reply_count":["2"],"_bbp_last_reply_id":["87847"],"_bbp_last_active_id":["87847"],"_bbp_last_active_time":["2019-06-25 03:58:23"]},"test":"fadlyb"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/36094","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\/36094\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=36094"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}