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Dear guys,

Can some persons help me please? How to get zero thickness cohesive element zone by abaqus cae. I am in a rush, please?

I really appreciate your help!

Wei Wang

Like others, I'm very sorry to learn of Jerry Marsden's passing. He kindly helped all who asked (including me) despite a very busy life and recent illness. It seems fitting to mention this before citing him below. 

According to Marsden/Hughes (Mathematical Foundations of Elasticity), stretch & shear (from homogeneous elastic deformation) are determined soley by U in the polar decomposition of the deformation gradient F=RU where R = rot'n & U = right stretch.

Hi,

I'm looking for a faculty, post doctoral, or research position in the United States.

Current residence is El Paso Texas, can change depending on vacancy location and benefits. Professional experience; 26 years, 24 teaching and part time technical, 2 years management. 

Any ideas on how to mesh a complex volume in ANSYS? I have a 3D model, which is composed of various "added" volumes (meanning, I have only one unit complex volume). Please let me know your opinion in this regard. Thanks.

 Book Chapter

    1.  Peng Xu, Zhonghua Wu and Arun S. Mujumdar, Mathematical Modeling of Industrial Transport Processes, TPR Group, NUS, Singapore, 2009.

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hi friends am doin my my project on" FEA of plasticity induced crack closure". my specimen size is 80*80 mm. by using symmetry condition i modelled 1/4th of model in ANSYS. therfore i created 40*40 mm plate. with initial crack length of 4mm.means its MT specimen of 80*80mm with 8 mm crack length, by symmetry condition i modelled 40*40 with 4mm crack lenth.