TAGGED: ansys-apdl, ansys-mechanical-apdl, ansysapdl, apdl, apdl-code-in-workbench, apdl-coding, apdl-command, convergence, Convergence-Failure, convergence-issue, convergence-problem, mesh-elements, mesh-nodes, mesh-problem, Mesh-Updating, meshing, node, nodes-problem, quadliteral-mesh, Remesh, updating-mesh
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April 1, 2024 at 5:47 pmAdeleine Cabrera SubscriberHi. I got an error stated above. There seems to be a problem with my APDL code. I'm trying to use SOLID65 and define stress and strain for every temperature. I have also tried to input "AMESH" above "/sol" but it didn't work. The mesh is already a tetrahedron linear mesh. I have tried to supress the APDL code and the analysis worked so, the problem really is on the APDL Code. But, I can't spot the error. Kindly help me on this. Thank you. 
 Here's what the APDL Command contains:/PREP7 solid65_matid = 9996 MPTEMP,1,20,200,400,600,800,900 MPDATA,EX,solid65_matid,1,12379.7911,5463.276115,2636.625645,747.8055365,336.5124914,186.9513841 MPDATA,PRXY,solid65_matid,1,0.2,0.2,0.2,0.2,0.2,0.2 TB,MELAS,solid65_matid,10,6 TBTEMP,20 TBPT,,0.0004999, 6.1884 TBPT,,0.0009995, 12.0469 TBPT,,0.0014989, 16.8393 TBPT,,0.0019980, 19.8166 TBPT,,0.0024969, 20.7518 TBTEMP,200 TBPT,,0.0010994, 6.0063 TBPT,,0.0021976, 11.6995 TBPT,,0.0032946, 16.3635 TBPT,,0.0043903, 19.2682 TBPT,,0.0054849, 20.1894 TBTEMP,400 TBPT,,0.0019980, 5.2680 TBPT,,0.0039920, 10.2706 TBPT,,0.0059821, 14.3777 TBPT,,0.0079682, 16.9450 TBPT,,0.0099503, 17.7710 TBTEMP,600 TBPT,,0.0049875, 3.7297 TBPT,,0.0099503, 7.2931 TBPT,,0.0148886, 10.2398 TBPT,,0.0198026, 12.1036 TBPT,,0.0246926, 12.7305 TBTEMP,800 TBPT,,0.0049875, 1.6784 TBPT,,0.0099503, 3.2819 TBPT,,0.0148886, 4.6079 TBPT,,0.0198026, 5.4466 TBPT,,0.0246926, 5.7287 TBTEMP,900 TBPT,,0.0049875, 0.9324 TBPT,,0.0099503, 1.8233 TBPT,,0.0148886, 2.5599 TBPT,,0.0198026, 3.0259 TBPT,,0.0246926, 3.1826 TB,CONC,solid65_matid,1,9, TBTEMP,, TBDATA,,0.3,1, 3.59 ,-1,0,0 !* ET,solid65_matid,SOLID65 KEYOPT,solid65_matid,1,1 CMSEL,S,NM_Con,ELEM EMODIF,ALL,TYPE,solid65_matid, EMODIF,ALL,MAT,solid65_matid, ALLSEL,ALL /SOLU I've tried to separate the code for modifying materials and type. Only modifying the type seems to get the error stated above while modifying the materials continued the analysis but there is a convergence error (stated below is the error) that stopped the analysis. 
 "Solution not converged at time 7.2 (load step 1 substep 1).
 Run terminated."
 Your answer would be a great help.
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April 2, 2024 at 1:54 pmGovindan Nagappan Ansys EmployeeLooks like you are using an undocumented element. Do you know the order in which the nodes are written for solid65. Since you are changing the type from another solid element, see if this solid element also uses the same node sequence. Otherwise emodif will result in error. For example: see solid 70. You can see the node sequence I, J,K,L... Element is defined using this sequence Or check the element definition in the input file and see if it is properly written in the input file. If there is mesh corruption, that could also cause this, - 
April 2, 2024 at 2:03 pmAdeleine Cabrera SubscriberHi. I actually did Transient Thermal Analysis first and I used that SOLID70 for the solid. I transferred the results of the transient thermal analysis to transient structural analysis. Hence, for transient structural analysis, I need to make the solid to have SOLID65, which has the same number of nodes as SOLID70. SOLID70 worked for the transient thermal analysis so, I don't get why SOLID65 doesn't work for Transient Structural Analysis. 
 
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April 2, 2024 at 2:09 pm- 
April 2, 2024 at 3:18 pmAdeleine Cabrera SubscriberHi. It still says the element has an undefined number 0. I want to use SOLID65 because the solid is a reinforced concrete. I tried ETCG,TTS alone but it just resulted to SOLID185 and SOLID285. 
 
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April 2, 2024 at 3:00 pmAdeleine Cabrera SubscriberHi. It still says the element has an undefined number 0. I want to use SOLID65 because the solid is a reinforced concrete 
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July 25, 2024 at 9:41 pmIvana Drobnjak SubscriberDid you find the solution? I have the same problem. Thank you. I want to change SOLID 185 to CPT 215. 
 
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- The topic ‘Element 30 has an undefined node number 0’ is closed to new replies.
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