UMAT and UEXPAN subroutines
I am having problems in writing the umat and uexpan subroutines applicable to the creep model defined in
http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29ST.1943-541X.0000375
Has anybody written the algorithm?
I am having problems in writing the umat and uexpan subroutines applicable to the creep model defined in
http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29ST.1943-541X.0000375
Has anybody written the algorithm?
One PhD student position is available at Arizona State University for fall 2014. Research background in at least one of the following areas is preferred.
1. Fatigue, creep, and corrosion analysis of materials
2. Computational mechanics and micromechanics
3. Damage detection for composite materials
Interested candidates please send application documents to yongming.liu [at] asu.edu (yongming[dot]liu[at]asu[dot]edu)
In 2012 and 2013 we organized very successful Workshops on
"Physics-based material models and experimental observations" funded
by the European Union's Enlargement programme. We cordially invite you to
submit an abstract to the 3rd International Workshop on Physics Based
Material Models and Experimental Observations to be held on 2-4 June
2014 in Cesme-Izmir/Turkey.
In this paper, the mechanical behavior of freestanding thin sputter-deposited films of Au is studied at temperatures up to 340°C using tensile testing. Films tested at elevated temperatures exhibit a significant decrease in flow stress and stiffness. Furthermore the flow stress decreases with decreasing film thickness, contravening the usual notion that “smaller is stronger”. This behavior is attributed mainly to diffusion-facilitated grain boundary sliding.
This paper has been accepted by Scripta Materialia.
I am
carrying out a non-linear analysis of a concrete section subjected to construction
loading. I am looking to model the time-dependent effects of the material
properties as well as creep and shrinkage properties of concrete. In the ABAQUS
manual it states the General Static procedure
cannot be used to model time dependent effects. Naturally the Riks Method would be ideal to account of
the non-linear effects however it doesn’t allow for the use of multiple steps in
the analysis which is necessary to model the various stages of construction
Authors: Amit Pandey 1, 2, Vladimir K. Tolpygo 3, Kevin J. Hemker 1
1. The Johns Hopkins University, Department of Mechanical Engineering
2. Oak Ridge National Laboratory, Materials Science and Technology Division
Dear Colleagues,
The new deadline for abstract (plain text, 400 word limit) submission is now January 28, 2013.
The 4th conference "Nonlinear Dynamics -2013" will be held from 19 until 22 June, 2013 in Sevastopol (Ukraine).
Conference web-site: https://sites.google.com/site/ndkhpi2013/home
Dear Colleagues,
We are pleased to invite you at mini-symposium Creep and Thermo-Mechanical Fatigue within
the 4th Canadian Conference on Nonlinear Solid Mechanics at McGill University (July 23-26,
2013, Montréal, Canada).
The mini-symposium web-page is: http://cancnsm2013.mcgill.ca/ms26.html
We welcome abstract submissions on the following topics:
Dear Colleagues,
The Organizing Committee of the 4th conference ND-2013 is pleased to invite you to participate at the Nonlinear Dynamics Conference to be held from 19 until 22 June, 2013 in Sevastopol (UKRAINE).
Conference web-site: https://sites.google.com/site/ndkhpi2013/home