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how can i overcome divergent problem in abaqus standard

Submitted by Gamal on

hi my friends,

i am using abaqus standard Mohr-Coloumb plasticity to model uniaxial compression test, so i have sample and (upper and lower platen) to represent the compression machine , i apply the load through the movement of the upper platen, the stress strain diagram of my material is strain softening.

Post-doc position in (1)Multifunctional nano materials/devices (2)Smart materials and structures

Submitted by xunyu on

The Department of Mechanical and Industrial Engineering at the University of Minnesota Duluth has two post-doc openings in the areas of (1)Multifunctional nano materials/devices (2)Smart materials and structures. 

TO APPLY: Your complete application must include a cover letter, a curriculum vita, a one-page research plan, and contact information for three current references, which must be submitted online on the Employment System at:http://employment.umn.edu/applicants/Central?quickFind=91230

Microcanonical Entropy and Mesoscale Dislocation Mechanics and Plasticity

Submitted by Amit Acharya on

(Journal of Elasticity, Carlson memorial Volume)

A methodology is devised to utilize the statistical mechanical entropy of an isolated, constrained atomistic system to define the dissipative driving-force and energetic fields in continuum thermomechanics. A thermodynamic model of dislocation mechanics is discussed. One outcome is a definition for the mesoscale back-stress tensor and the symmetric, polar dislocation density-dependent, Cauchy stress tensor from atomistic ingredients.

3rd ECCOMAS Thematic Conference on the Mechanical Response of Composites 2011 - Abstract Deadline Approaching

Submitted by jansen on

The Institute of Structural Analysis (ISD) of Leibniz Universität Hannover organizes the ECCOMAS Thematic Conference on the Mechanical Response of Composites, from 21st - 23rd September 2011, in cooperation with the Graduate School on Multiscale Methods for Interface Coupling (MUSIC) of Leibniz Universität Hannover, the German Aerospace Center (DLR), and REpower Systems AG. 

EACD-3D

Submitted by robby on

Has anyone worked with EACD-3D96 or EACD-3D2008(a computer program for three-dimensional earthquake analysis of concrete dams)?

 I got the source FORTRAN code from NISEE, The Earthquake Engineering Online Archive, but i won't work there are some compile errors that i couldn't fix, could anyone help me on this ?