Running ABAQUS Explicit Analysis using Clusters
Dear All,
Dear All,
Hello,
(for completing R. Huang's post : node/7396).
A few years ago, some colleages (from Italy, UK and Brazil) and I proposed some comparisons of the behavior of cohesize zone models. This was presented during ECCM 2004. The paper is attached.
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Hi everyone!
I've been trying ansys for a few weeks but in vain. I'm trying to inject a heat source(laser) on a 2D rect plate. I'm not sure on the corrct way to add the boundary conditions. This is what I do:
1. assuming room temp so i added 298K to the bottom, left and right using define loads >add_temp>lines
2.next i inject a heat source say 1000K using define loads>add_temp_on nodes to a few surface center nodes (meaning the top surface still have undefine boundary conditions)
I am currently working on deriving equations for different vehicle models using Lagrangian and Newtonian methods. I am need of parameters to test few MATLAB models, and in vague to know exactly how to classify the mass into sprung and unsprung. Similarly, how do I obtain the MOI separately for the unsprung mass?
hi, i am using connector - jin + cardan to connect 2 beam elements; a beam and a column.
i applied a tip load to the edge of the beam in abaqus standard. for the connector, i keyed in the elastic properties and the plastic properties in terms of plastic moment and plastic rotation.
thank you for comments. Could you clarify to me what do you mean from generation force? as I know there is no generation force. in fact i think this is a energy transformation.
I am trying to simulate and spring analysis by using concentrated force on Abaqus 6.9.
Job cannot be performed due to the following warning and error. May i know the solution!
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Here is a UMAT using an elastic viscoplastic model for soil
Modifed Cam-clay model coupled with viscosity.
A user-defined subroutine in ABAQUS for viscous soils.
Introduction:
The ABAQUS subroutine is for viscous soils, which
usually have the following characteristics.