concrete with reinforcement analysis in ansys civilfem

in meshing,If the mid-side nodes are set to ' dropped' for the default solid186 (20 nodes), will I get similar behavior as solid65 (8 nodes) (3 DOF/node for both).

(is this due to cracking feature associated with solid65). If I remove cracking and crushing capability (Suppress the command), the solution runs fine without any convergence problems. Software: CivilFEM for ANSYS MAPDL (free licenses are included). Department: Construction & Manufacturing Engineering (UNED University). In the field of civil engineering, FEA is usually used for structure analysis such as cantilever, bridge and reinforced concrete. Director: Professor Juan José Benito Muñoz.

I tried different element types, but when I use the SOLID 65 command, my model lose convergence too early. Title: Geotechnical Analysis and Foundations with CivilFEM for ANSYS online course.

This analysis is done by depending on package programs (ANSYS+CivilFEM V12.0. and in others the concrete is intact (just debonding failure). Influence of Water Content on the Tribological Behavior at Concrete/Wall. bearing in mind that in some failure modes in experimental there is a lump concrete attached to the plate after separation (Failure).

For pure tangential force applied on the plate. is it suitable to use solid65 element for concrete in this case.

as you know with workbench you can't choose the element type directly. The results of some analyses performed using the reinforced concrete model of the general purpose finite element code Ansys are presented and discussed. in meshing,If the mid-side nodes are set to ' dropped' for the default solid186 (20 nodes), will I get similar behavior as solid65 (8 nodes) (3 DOF/node for both).I am modeling the debonding between concrete and CFRP subjected to tangential loading using ANSYS Workbench, I used (CZM/VCCT) techniques to model the debonding. This paper considers the practical application of nonlinear models in the analysis of reinforced concrete structures.

If I remove cracking and crushing capability (Suppress the command), the solution runs fine without any convergence problems. /rebates/&252fconcrete-with-reinforcement-analysis-in-ansys-civilfem.

I tried different element types, but when I use the SOLID 65 command, my model lose convergence too early.

and in others the concrete is intact (just debonding failure). I am modeling the debonding between concrete and CFRP subjected to tangential loading using ANSYS Workbench, I used (CZM/VCCT) techniques to model the debonding.

Concrete with reinforcement analysis in ansys civilfem