{"id":54665,"date":"2021-04-25T16:49:36","date_gmt":"2021-04-25T16:49:36","guid":{"rendered":"\/forum\/forums\/topic\/cpt215\/"},"modified":"2021-04-25T16:49:36","modified_gmt":"2021-04-25T16:49:36","slug":"cpt215","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/cpt215\/","title":{"rendered":"CPT215"},"content":{"rendered":"<p>Hello everybody! I decided to deal with the CPT215 element and, following the example, built a model of a reinforced concrete tee. The solution is interrupted at the very beginning, I try to figure it out, but I did not find a problem, I think the problem is in inserting a command that implements the DPC model. Model author: DrDalyOn<img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/forum-uploads\/353\/Q1ZME38B1QWQ.png\" width=\"905\" height=\"585\" \/>Command insert:n\/PREP7net,matid,CPT215 !define matid to CPT215nKEYOPT,matid,18,2nMP,EX,matid,20000 ! Define Elasticity Modulus (enter a value for E)nMP,NUXY,matid,0.2 ! Define Poisson&#8217;s rationTB,MPLA,matid,,,DPC !Define Drucker-PragernTBDATA,1,31.6,36.34,3,1,40000,-35 !****,fbc,fut,Rt,D,sigVcnTBDATA,7,2,0,2e-5,3000,2000 !R,gamt0,gamc0,betat,betacnTB,MPLA,matid,,,NLOCALnTBDATA,1,1600,2.5 !nonlocal interaction range c, over nonlocal parameter mn! Replace SOLID185 with CPT215nallselnesel,s,ename,,SOLID185nemodif,all,type,matidnallseln! Print out the result:netlist,alln\/SOLUnOUTRES,ALL,ALLn<\/p>\n","protected":false},"template":"","class_list":["post-54665","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello everybody! I decided to deal with the CPT215 element and, following the example, built a model of a reinforced concrete tee. 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