Muhammad Asad Naseer

7 Questions 7 Answers 0 Followers

Questions related from Muhammad Asad Naseer

How to resolve Non-convergence/ Model inaccuracy issue in Ansys APDL?

I am modeling a masonry wall in ANSYS using "Simplified Micro modeling approach". That means that I model the bricks as solid elements, and then mortar is considered using COMBIN39 springs and its...

12 December 2019 3,309 2 View

How do I solve a Solver Pivot Error in an ANSYS model with minor gaps between solid elements?

Hi, I'm currently modeling a brick wall in Ansys. I'm modeling the bricks as discrete elements and replaced the mortar with non-linear spring elements (Combin39). There is a 2mm gap between each...

04 April 2019 8,352 1 View

Which Ansys Module should be preferred for a Pushover analysis for a brick masonry wall?

I intend to model a number of brick masonry walls in ansys to get the pushover curves for each wall under in-plane loading. What module should I prefer: Mechanical APDL or Workbench?? I already...

03 March 2019 3,588 5 View

How do I solve "Invalid failure surface defined by nonlinear material properties" error in Ansys?

While running an analysis of a simple RC beam with perfect bond between steel and concrete, I have encountered an error in ansys: "Invalid failure surface defined by nonlinear material...

11 November 2018 3,488 4 View

How do I Remove Solver Pivot Error in Ansys?

I am modeling a simple RC Beam in Ansys with Perfect Bond between steel rebar and concrete. This is being done by going to menu item Prepocessor -> Coupling/Ceqn -> Coincident Nodes and in the...

10 October 2018 9,387 6 View

How do I model Bond slip b/w Concrete and rebar in ASNYS Workbench? Is a force-displacement relationship also required for bond slip?

I intend to model bond slip between Rebar and concrete in workbench. Can I achieve it applying Solid65 for concrete and Link180 or Combin39 rebar elements or do I need to go for a Contact element...

04 April 2018 6,827 4 View

Why is there a need for definition of Solid65 material in ANSYS for RC Beam modeling?

In RC Beam analysis in ANSYS Workbench for two point loading, is it acceptable to use the Concrete material already defined in the Engineering Database? Why do we define Solid65 instead?

02 February 2018 2,814 0 View