Auxetics 2008 @ Bristol - International Conference on Auxetics and Related Systems
the 1st International Conference in Exeter (2006), the 2nd
International Conference on Auxetics and Related Systems will discuss
the following topics:
Science 320, 507 (2008)
Stretchable and Foldable Silicon Integrated Circuits
Dae-Hyeong Kim, Jong-Hyun Ahn, Won Mook Choi, Hoon-Sik Kim, Jizhou Song, Yonggang Huang, Zhuangjian Liu, Chun Lu, and John A. Rogers
Dear all,
I went through the forums and came across one similar topic, posted by alex_612 "Using Matlab to optimize the ABAQUS/Explicit FE mode", but with no replies. So I would like to bring this similar topic up again.
The problem:
1. I would like to open ABAQUS CAE thought MATLAB (which i have managed to do with the dos('command')), and then run a script as well, through MATLAB. I am using MATLAB 7 and would preferably like to run the whole process thought MATLAB.
Recentl, in my research ,I need measure the deformation in the soil caused by the simulation of tunnelling construction in the labotory.In China, I have not found the proper devices to get the deformation occured under the simulation soil surface.Anyone who knows the devices or give me the advice will be appreciated!
An immediate opening for a Ph.D. student in Solid/Structural Mechanics is available at Swinburne University of Technology, Melbourne, Australia. The successful candidate will work with Prof. John Beynon, Prof. Guoxing Lu and Dr. Tracy D. Ruan to investigate the structural components made of aluminium and/or with metallic foams, with enhanced crashworthiness performance under several typical static and impact loadings. (*Please note that IELTS score is a MUST for this position.*)
After I put down the phone, my heart never felt so heavy. I just called my parents in my hometown, Chengdu, a city with 12 million people, which is just 90 kilometers away from the center of the strong earthquake at a magnitude of 7.9. It has killed more than 10,000 people so far. The death toll is still rising hour by hour.
Fig. 1 Earthquake map by the United States Geological Survey
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How to caculate stress? thanks
I am confused about apply BC of a model in abaqus. because I find that if I apply the accelaration of earthquake on BC, I must remove the fixed constraints applied on BC in previous step in abaqus. so the model become a free body without any constraints.
any expert can give me some detailed suggestions?thank you very much!^_^