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queries regarding ansys

Submitted by Saurav Das on

1.  kindly provide me some guidelines for applying material properties in ANSYS workbench to a cylindrical  body whose inner portion up to a certain radius is of isotropic and outer portion is of orthotropic..

2. can we provide a texture in a surface of one body which is assembled to other and then perform a analysis in ansys?

thank you.

 

Full PhD scholarship at Curtin University, Australia (Structural Engineering; Civil Engineering)

Submitted by cwstj_cn1 on

The candidate will work with Prof. Hong Hao and Dr. Wensu Chen in the area of structural Engineering on an Australia Research Council (ARC) Linkage project.
Please refer to http://civil.eng.curtin.edu.au/people/index.cfm/Hong.Hao  and http://civil.eng.curtin.edu.au/people/index.cfm/Wensu.Chen for more information about Prof. Hao and Dr. Chen's research work

Postdoctoral Associate

Submitted by Gail Small on

The University of Notre Dame, Center for Shock Wave-processing of Advanced Reactive Materials (C-SWARM), is seeking a highly qualified candidate for the postdoctoral associate position in the area of computational mechanics/physics with emphasis on parallel numerical methods. C-SWARM is a center of excellence established by the National Nuclear Security Administration (NNSA) whose primary focus is on the emerging field of predictive science.

Dependence of fracture energy of ceramic on loading condition?

Submitted by rctron on

Literature suggests that the fracture strength of the ceramic tends to be higher in a dynamic loading condition than in static condition. This relates to the increase in the fracture energy in dynamic processes. Literature refers to an inelastic response prior to failure (Hugoniot elastic limit) the reason behind increased strength. Can anyone explain the phenomenon in a more lucid way, or guide me to an appropriate reference to understand this?

Stresses go beyond yield limit in perfecly-plastic model...

Submitted by ISC214 on

Hi all,

I have a problem with perfect-plasticity material model in Abaqus. I this simple 2D analysis, I am modeling a beam fixed at both ends and applying temperature loading on it that will cause yielding. The material model is perfectly plastic with,

*PLASTIC

4.85 E8, 0.0

The problem is, stresses go beyond yield limit (4.85 E8) which should not be the case for the perfectly-plastic material model. I would appreciate any comment/help/suggestion.

Regards,

Soner