modelling of crack in pipeline using ANSYS
I am doing analysis of crack in pipeline as part of my masters degree. So kindly suggest me what are the procedures i have to proceed for the same.
Thanks and Regards,
Mahesh
Blog posts
SIMULIA Regional User Meetings featuring Abaqus and more
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Do I need to transform the coordinate system when obtaining nodal force in nonlinear buckling analysis with Abaqus
Dear all,
I am using ABAQUS to perform the nonlinear buckling study of composites right now, I am also trying to use Virtual Crack Closure Technique(VCCT) to study the strain energy release rate. However,here I have some questions regarding to obtain the nodal force and nodal displacement.
1. Could anyone give me some ideas how to obtain nodal force in Abaqus?
Using engineering to understand biological processes
All
I'd like to share the following paper with you. I think its an interesting example of where
engineering knowledge can be used to help understand biological processes. We used microscope work and finite element analysis to test a hypothesis as to how a biological structure, crimp, forms in tendons. We'd like to continue this work, so all comments welcome.
engineering knowledge can be used to help understand biological processes. We used microscope work and finite element analysis to test a hypothesis as to how a biological structure, crimp, forms in tendons. We'd like to continue this work, so all comments welcome.
Hardness value from Nanoindentation Curve
Hi,
Is there anyone aware of the reason why there is a surge in hardness value during the initial stages of penetration in nanoindentation curve. In a plot of hardness vs displacement into surface, I record a high value during the initial stages of the run. I am little confused about the reason.
Thanks,
atul
matlab codes
hi every ones ,I need for the purpose of my thesis image correlation code sources for strain field generation..thanks
How to apply uniformly distributed load to shell element when I do nonlinear analysis of I-BEAM
Hi, everyone:
I am using ABAQUS to do my final dissertation:nonlinear analysis of steel members.
I want to apply UNIFORMLY DISTRIBUTED LOAD to the middle height of the web, I splited the web into top and bottom parts,but nomatter I use 'LINE LOAD' OR 'SHELL edge LOAD' ,it does not work at all.
Thank you so much in advance, any opinion is welcome.