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There's a problem card for many days. I'm based on parameterized_ concrete_ The connection form between concrete and reinforcement in beam has been made by myself. If reinforcement is added, it can also be calculated. Now a column is designed to be compressed, but the compressed column can only be calculated when concrete is added. It can't be calculated when truss module is added, and elastoplasticity can't be calculated. Would you like to ask if this problem will be solved? Thank you The iteration used to find the elastoplastic strain variable does not converge.

-Geometry: geom1

-Domain: 1

Failed to evaluate variable.

-Variable: comp1.solid.fiil11

-The definition is: ((1 + Comp1. Solid. Epl22) * (1 + Comp1. Company. Solid. Epl22) * (1 + Comp1. Solid. Epl33)) (the Comp1. Solid. Epl23. Epl23 ^ 2 is the second major. Epl23 ^ 2 is the second major. It is a solid. Epl22. Epl22 is a solid. Epl22) * (1 + Comp1. Company. Company. Solid. Epl22). The definition of the company is a solid. Epl22) * (1 + Comp1. Company. Solid. Epl33)) (1 + Comp1. Solid. Epl33)) (1 + Comp1. Solid. Epl33. Solid. Epl33 is also a solid. Epl33)) (1 + Comp1. Solid. Epl33 is a solid. Solid. Epl33) * (1 + Comp1. Solid. Solid. Epl33 is. Solid. Epl33) * (a solid. Epl33) * ((1. Company. Solid. Epl33) * (1. Epl33) * ((Comp1. Solid. Epl33) * (Comp1. Company. Company. Solid+ Comp1. Solid. Epl22) * (Comp1. Solid .epl13^2)))

Failed to evaluate variable.

-Variable: comp1.solid.ji

-It is defined as: 1 / ((((Comp1. Solid. Fiil11 * Comp1. Solid. Fiil22) * Comp1. Solid. Fiil33) + ((Comp1. Solid. Fiil12 * Comp1. Solid. Fiil23) * Comp1. Solid. Fiil31)) + ((Comp1. Solid. Fiil13 * Comp1. Solid. Fiil21) * Comp1. Solid. Fiil32)) - (Comp1. Solid. Fiil32 * (Comp1. Solid. Fiil11 * Comp1. Solid. Fiil23)) - (Comp1. Solid. Fiil33 * (Comp1. Solid. Fiil12 * Comp1. Solid. Fiil21)) - (Comp1. Solid. Fiil31)* (comp1.solid.Fiil22*comp1.solid.Fiil13)))

Failed to evaluate variable.

-Variable: comp1.solid.sl23

-It is defined as a comp1.solid. An offer for a company ''s solution. The definition is defined as a compe1.solid. A firm's solution is defined as a solution for a firm. An offer of a solution that is defined as a solution that is defined as a solution to a problem that is defined as a solution. An offer of an equal equal equal equal equal equal equal equal equal as a solid. Ji * ((((comp1.solid. D11. D11.solid. D11.d11.d11 1 is a solid. Solid. Filing is a solid. D444 * (2 * comp1.company. A. Solid. 44 is a.... the same same same. File file is a file. Which is a filling 31. Social social social social 31. Fill 11 * ((Comp1. Solid. D12. D12 2. D12 2 2 2 2 2. D12 is a 2 * D12 * 1.d12 * 2 * 2 * d11.d11.d11.d11.d11.d11.d11.d11.(comp1.solid.eel1) 2(comp1.solid.D44(2comp1.solid.Fiil21)))+((((comp1.solid.eel11comp1.solid.D12)+(comp1.solid.eel22comp1.solid.D22))+(comp1.solid.eel33comp1.solid.D23))comp1.solid.Fiil22))+(comp1.solid.eel23(comp1.solid.D55(2comp1.solid.Fiil23))))))+(comp1.solid.Fiil33(((comp1.solid.eel13(comp1.solid.D66(2comp1.solid.Fiil21)))+(comp1.solid.eel23(comp 1.solid.D55(2comp1.solid.Fiil22))))+((((comp1.solid.eel11comp1.solid.D13)+(comp1.solid.eel22comp1.solid.D23))+(comp1.solid.eel33comp1.solid.D33))*comp1.solid.Fiil23))))

Failed to evaluate expression.

-Expression: D ((- Comp1. Solid. Sl11 * test (Comp1. Solid. El11) - 2 * Comp1. Solid. SL12 * test (Comp1. Solid. El12) - 2 * Comp1. Solid. Sl13 * test (Comp1. Solid. El13) - Comp1. Solid. Sl22 * test (Comp1. Solid. El22) - 2 * Comp1. Solid. Sl23 * test (Comp1. Solid. El23) - Comp1. Solid. Sl33 * test (Comp1. Solid. El33)) * (dvol){ test@4 })

Could not evaluate Jacobian matrix of expression.

-Expression: (- Comp1. Solid. Sl11 * test (Comp1. Solid. El11) - 2 * Comp1. Solid. SL12 * test (Comp1. Solid. El12) - 2 * Comp1. Solid. Sl13 * test (Comp1. Solid. El13) - Comp1. Solid. Sl22 * test (Comp1. Solid. El22) - 2 * Comp1. Solid. Sl23 * test (Comp1. Solid. El23) - Comp1. Solid. Sl33 * test (Comp1. Solid. El33)) * (dvol)