Our new paper: "A variational approach to the fracture of brittle thin films subject to out-of-plane loading" has been accepted for publication in JMPS:
Abstract
Hello All:
I have written a UMAT code to predict the viscoelastic behaviour within a shape adaptive structure. I have followed similar steps used in Abaqus subroutine manual, I have applied this UMAT to a single quad element and it works as predicted. But when I apply it multiple elements model it breaks down.
Is there any special command i need to put in UMAT subroutine to account multi element analysis? I will appreciate all related comments,
Thanks
Our new paper entitled "Anomalous
plasticity in the cyclic torsion of micron scale metallic wires" has been
accepted by PRL
(see: http://link.aps.org/doi/10.1103/PhysRevLett.110.244301)
I need help in ANSYS 13 (Mechanical APDL interface), If anyone has an example or tutorial for modeling of reinforced concrete beam with discrete reinforcement using non-linear material definition, please provide on my E-mail: eng.karim.naguib [at] gmail.com (eng[dot]karim[dot]naguib[at]gmail[dot]com)
Hi all,
The book “Corrosion and Materials in the Oil and Gas Industries”, edited by Reza Javaherdashti, Chikezie Nwaoha and Henry Tan, has been published by CRC Press/Taylor and Francis LLC, USA.
The book “Corrosion and Materials in the Oil and Gas Industries”, edited by Reza Javaherdashti, Chikezie Nwaoha and Henry Tan, has been published by CRC Press/Taylor and Francis LLC, USA.
user/971
Hi everybody,
I'm trying to simulate the structural behavior of High Performance Fiber Reinforced Concrete specimens by means of the Concrete Damaged Plasticity Model.
My constitutive relation is represented by a multilinear law, with a nonlinear pre-peak followed by a softening branch.
