How do use bauschinger effect in ansys apdl?

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Solution not converged, run continued at user's request in ansys apdl?

Why does my error file shows this warning message continuously but the solution is still going on? The error picture is attached

31 December 2017 4,298 1 View

What are the Constants of concrete of solid 65 element?

Hello, I want to use all the 9 constants of concrete for solid 65 . Where can get all the values for these parameters as the first four are always used so I have the idea about that but how the...

31 December 2017 5,729 3 View

How to rectify the error of too much element distortion in apdl?

I'm performing the analysis of shear wall with foundation 76*27*16 inches and the wall of dimension 48*144*4 inches in apdl. When the displacement controlled lateral cyclic loading is applied on...

31 December 2017 1,230 1 View

What could be the reason that the model takes more time to solve for nonlinear properties in apdl?

Hello, I am solving a RC wall model and I have observed that if I do the analysis for some time, then with only the linear properties, it is solved faster but as soon as I give a nonlinear...

31 December 2017 8,266 2 View

What can be done if there is local failure in model in apdl?

In my model during analysis, there is seen a local failure near the area where the load is applied so I tried using a load plate but it still doesnot work. 1. What can be done to rectify this ? 2....

11 December 2017 2,137 0 View

While modeling of RC shear wall that subjected to cyclic loading in ANSYS , analytical results differs from experimental results ?

I am working on a verification of RC shear wall subjected to cyclic loading using ANSYS APDL 14.50 but the results given by ansys are far different from that of the experimental results. - I used...

11 December 2017 3,630 2 View

How can I get reaction solution for by constrained nodes at every time step in ANSYS apdl?

I m performing analysis of shear wall which is constrained at the bottom and I have obtained the results. But in order to plot the reaction solution of the nodes at every time step, It has become...

11 December 2017 7,062 1 View

Where will I find the values for the parameters of Drucker Prager model?

Can anyone suggest some papers where I would find values of cohesion, dialatancy angle of concrete to be used for drucker prager model in ansys?

08 September 2017 3,483 0 View

How to integrate the reaction forces on all nodes in ansys apdl?

For a cantilever beam with point force at end, I have analysed by apdl and got different reaction forces at different nodes (at the fixed point). how to get the single value of reaction force?

07 August 2017 9,310 6 View

What is convergence depended upon in ansys apdl?

I am currently solving a rc beam in Ansys. I have done everything perfectly and checked it many times but it always shows the error that solution not converged at a particular time and some load...

05 June 2017 7,051 0 View

How to define an anisotropic material with asymmetric elastic compliance/stiffness matrix in ANSYS APDL?

I need to model an anisotropic material in which the Poisson's ratio ν_12 ≠ ν_21 and so on. Therefore, the elastic compliance matrix wouldn't be a symmetric one. In ANSYS APDL, for TB,ANEL...

09 August 2024 5,048 2 View

Tangential stiffness option in ansys workbench?

I am not able to find how I can provide tangential stiffness in ansys workbench The normal stiffness option is there. But how I can enter tangential stiffness I have read somewhere tangential...

29 July 2024 2,032 2 View

How to Import Blade geometry from CAD file in ANSYS design modeler?

Hello. I have the geometry of a blade in CAD file (stp) and I want to prepare the blade for meshing with turboGrid. I must import this file into designModeler and then transfer to the...

27 July 2024 356 3 View

Can you suggest reliable procedures to get displacements from accelerations in frequency domain ?

I have identified many solutions. I need suggestion from somebody with application experience of this topic to identify the most reliable and robust procedure.

21 July 2024 3,465 5 View

Abaqus cylinder buckling riks analysis?

hi, I am doing a risk analysis of a cylindrical fuselage with windows. I have applied contact interactions between the different parts, and I have applied a unit value load to a reference point,...

20 July 2024 647 2 View

Masonry Interaction Module ABAQUS?

I am simulating interlocking / dry stacked masonry in Abaqus. I am using a friction coefficient of 0.6 for my model as it is stated in the previous research as well as in the base paper. The...

16 July 2024 5,047 0 View

Why my simulation results are showing too much deformation compared to experimental result?

I performed fea on tensile dog bone specimen using ANSYS static structural and also tried using ANSYS explicit dynamics. In experimental result the load is 500 N and deformation is 0.6 mm...

13 July 2024 3,631 4 View

How to use stress and displacement results from 1st stationary simulation as initial conditions for 2nd eigenfrequency simulation in COMSOL?

Dear All, I am trying to define the dispersion curves of a periodic unit cell in COMSOL Multiphysics with prescribed displacements. I am using two separate studies: - Study 1: Stationary, with...

13 July 2024 7,855 1 View

Can I transfer the 3D file from Matlab to Ansys or Abaqus?

I have a 3D output in the figure section of Matlab, does anyone know a way to transfer it to Abaqus or Ansys? Or in what format should I save it so that these analysis software can analyze it?

09 July 2024 9,226 3 View

Abaqus不收敛，警告里面出现下列问题，需要更改哪个地方？?

The system matrix has 172 negative eigenvalues. Displacement increment for contact is too big. Displacement increment for contact is too big. The strain increment has exceeded fifty times the...

05 July 2024 3,839 2 View

Denis Benasciutti

For metals, the kinematic model works. Choose between the Armstrong-Frederick model (one-pair: C,gamma) and the Chaboche model (three-pairs of C, gamma). Helpful reading some basic theory in a textbook on plasticity

Neha Khairkar

Thankyou Denis and Claudio for your answer. The problem has been solved