Reducing mesh size in Abaqus
Can anyone suggest a way to reduce the mesh size within Abaqus using the odb(database) file ?
Can anyone suggest a way to reduce the mesh size within Abaqus using the odb(database) file ?
<p>I am working on crack identification in RC bridge girder. </p>
<p>Can anyone tell me about " what is ment by insurmountable convergence failure"</p>
<p> </p>
In this paper we formulate a geometric theory of nonlinear thermoelasticity that can be used to calculate the time evolution of the temperature and thermal stress fields in a nonlinear elastic body. In particular, this formulation can be used to calculate residual thermal stresses. In this theory the material manifold (natural stress-free configuration of the body) is a Riemannian manifold with a temperature-dependent metric. Evolution of the geometry of the material manifold is governed by a generalized heat equation.
Dear everyone,
I am new to Abaqus and I have been struggling for the past 3 months about this issues I am facing on my modelling...
Dear everyone,
I am new to Abaqus and I have been struggling for the past 3 months about this issues I am facing on my modelling...
Hello everyone,
I made simple cantilever model in Abaqus/Explicit. For concrete I have used Concrete damaged plasticity model and for reinforcement I have tried two models (one with Truss and second with Beam elements). I have assigned displacement as BC (Smooth amplitude) in Reference Point at the end of the beam, and I have coupled RP with the end of the beam. For concrete beam I have used C3D8R elements.
For history output I have requested Reaction force in RP and energies for whole model.
But results I am getting aren't expected.
Dear everyone
My project is about the adhesional friction between rubber and a rigid surface. In this case I have modeled a block of rubber which is sliding on a real rough rigid surface in ABAQUS.
Dear everyone
My project is about the adhesional friction between rubber and a rigid surface. In this case I have modeled a block of rubber which is sliding on a real rough rigid surface in ABAQUS.
Journal of Power Sources, (2015), Volume 275, 1 February 2015, Pages 866–876
To use cohesive elements, normally user can add a layer of elements between neighbouring node pairs. This matlab code can help you to process that especially your FE mesh is irregular. The code, the initial .inp file and corresponding out put files are attached for a better illustration. The new generated cohesive elements won't cause any trouble in the element number. Also you can apply this code to generate new UMAT elements in mesh.