Hi everyone,
I'm using UEL and I'm getting this error when I'm trying to run the job "aborted with system error code 1073740940". Does anyone have any idea how can I fix it?
I'm using ABAQUS 6.12 with a core i7 PC.
I would appreciate if you could help me with this.
Best Regards,
Researchers and engineers with expertise in fracture mechanics are invited to attend this special symposium to learn the outcome of the Sandia Fracture Challenge 2 (SFC2), which was launched in the summer of 2014. Discussions regarding novel modeling approaches for predicting the onset and process of ductile tearing will also be held.
I am trying to model adhesive failure using cohesive elements in Abaqus. I need to define the elastic behaviour of elements using traction separation criteria.
So I wanted to know what is the E/Enn, G1/Ess and G2/Ett values for my adhesive(E=1650 MPa)?
As part of the USACM's 13th U.S. National Congress on Computational Mechanics (USNCCM13) to be held in San Diego, California, July 26-30, 2015, we are organizing a minisymposium on
advances and applications in Generalized/Extended Finite Element Methods.
I am doing a fatigue analysis for a component which is manufactured by stamping simulation From the stamping simulation results , I have taken plastic strain alone. I am doing a nonlinear static analysis in abaqus. I am using the below command *INITIAL CONDITIONS,TYPE=HARDENING,SECTION POINTS If I am using this command, it is asking back stress value. What is meant by back stress? How to calculate the back stress ? Can anybody answer for this question?
hai, im haidar (undergraduate-civil engineering from Malaysia)
Kindly please help me,
currently im working on my thesis which majorly focused on the dynamic analysis of masonry (Concrete Masonry Unit) multistorey building structure,
presently, im modelling the 3 story building (including ground floor) of masonry building with block size of (200x400mm) including 10mm thickness of mortar joint
(macro-modelling) using the ABAQUS program. However, im facing few issues and confusion regarding on masonry modelling:
Postdoctoral Fellow Positions: Interdisciplinary Projects between University of Notre Dame, University of Pennsylvania and Argonne National Laboratory
Max Planck Institute of Colloids and Interfaces and Hysitron, Inc. are pleased to present Nanobrücken 2015: A Nanomechanical Testing Workshop & Hysitron User Meeting, which will take place on April 21-23, 2015 in Potsdam, Germany. Nanobrücken 2015 is the fifth edition of the now-annual Nanobrücken workshop series, having been hosted in both Saarbrücken and Dresden.
The Keynote Speaker for this year's workshop will be Prof. Mathias Göken, Universität Erlangen-Nürnberg.
Tensile behavior of selective laser melted Ferritic Oxide Dispersion Strengthened Steel was evaluated for the first time and correlated to microstructures.
http://www.sciencedirect.com/science/article/pii/S1359645414009732
Hi everyone,
I am working in UEL. I can get the stiffness matrix from fortran to be printed in .msg file.How can I print the global stiffness matrix of the model by using ABAQUS. My model is not big or complicated, so the global stiffness matrix shouldn't be too big!
Thanks!
