Radial and tangential Stresses
Hi all
Can anyone tell me how to extract abaqus results in radial and tangential stresses at a node??
Thanks
Hi all
Can anyone tell me how to extract abaqus results in radial and tangential stresses at a node??
Thanks
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Hi all,
I am trying to input a termperature field as initial conditions in
abaqus, to use the temperature distribution from a previous temperature
simulation in an mechanical simulation. But when I check the Temperature
values in the mechanical simulation i get great differences between the
nodal values (NT) and the element values (TEMP).
Does anybody know the reason of this problem?
Can it be related to the element typ? So the TEMP values are the avereged values from NT?
Hi all,
I am trying to input a termperature field as initial conditions in
abaqus, to use the temperature distribution from a previous temperature
simulation in an mechanical simulation. But when I check the Temperature
values in the mechanical simulation i get great differences between the
nodal values (NT) and the element values (TEMP).
Does anybody know the reason of this problem?
Can it be related to the element typ? So the TEMP values are the avereged values from NT?
Kind regards!
Hi all,
I am trying to input a termperature field as initial conditions in abaqus, to use the temperature distribution from a previous temperature simulation in an mechanical simulation. But when I check the Temperature values in the mechanical simulation i get great differences between the nodal values (NT) and the element values (TEMP).
Does anybody know the reason of this problem?
Can it be related to the element typ? So the TEMP values are the avereged values from NT?
Kind regards!
Stephen Juhasz died on 19 June 2013 at the age of 99. The following brief description of Juhasz's career was provided by Norm Abramson.
Juhasz received his Dip. Ing. From Budapest Technical University in 1936; Teknologie Licensiate (doctorate) from the Royal Institute of Technology, Stockholm, Sweden in 1951; and an Honorary Doctorate of engineering from Budapest Technical University in 1989.
In this contribution (see http://arxiv.org/abs/1306.4385), we derive lower and upper bounds for Wachspress coordinates over any simple d-dimensional simple convex polytope. Numerical results for the Poisson equation on nontrivial polyhedral meshes are presented that affirm the linear rate of convergence in the energy seminorm of the polyhedral finite element method. Matlab code to compute the Wachspress shape functions and its gradient on convex polygonal and polyhedral elements is also provided.
These two papers (with one on beams and the other on plates) have recently been
published online: