A simple case: Extended pore stress for Reservoir/Earthquak problem
Extended pore stress for Zipingpu/Longmenshan fault silp
* download the file (case.pdf) and change name to case.wmv, then it can be open normally!
Extended pore stress for Zipingpu/Longmenshan fault silp
* download the file (case.pdf) and change name to case.wmv, then it can be open normally!
Treating volumetric inequality constraint in a continuum media with a coupled X-FEM/Level-Set strategy
N. Bonfils, N. Chevaugeon, N. Moës
(accepted for publication in computer Methods in applied mechanics and engineering).
when I model excavation with low permeablity soil problem is not converging,due to the negligible vaule of excess pore pressure throught the soil.How can I resove this problem for the real excavation time .(If I run the analysis within very short period of time , results can be obtained under undrained ccondition)
how can I model dewatering during excavation using ABAQUS
preforming preloaded buckling analysis in abaqus
what is preloading?
Hi...
I am modeling orthotropic plate containing holes and cracks which element canI use for this purpose..?
can anyone suggest what type of element I can use for above purpose..?
thanks in advance.......
In 2010, Yves-Patrick Pellegrini published a paper in Physical Review B called
Dynamic Peierls-Nabarro equations for elastically isotropic crystals. with the abstract
Any who has ideas on my reseasch project.
These are the topics are need to cover for now.
1. Wearing modes to classify the disc failure.
2. What are the latest advance technological technics avaliable to measure disc brakes more efficient, 100% accurate with scale of micro's and effective.
3. Any work that has been conducted on disc brake modes literature
4. How big is this problem brake disc failure global
Could any body provide MPLG basic code to test my code for problems in linear elasticity.
(DSingh)
I hope this is the correct forum to post this in ...