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fatigue machine

Submitted by agg E.kalimeris on

I am preparing my PHD in the National Technical Univercity of Athens (Faculty of Applied Sciences ,Department of Mechanics). We have recently bought an instron fatigue model 1276 (static capacity 2000 kNt ,dynamic capacity 1000 KNt) from the Greek Army. The machine is in bad condition and it needs service. Unfortunately , the manuals of the machine are missing.The machine is quite old and it is very difficult to find the mannuals from the manufacturer . Does anybody has the manuals or knows where i can find them?

abaqus - ball indentation- high value of stress

Submitted by aneeshkg on

Dear all,



I have modeled a cyclic ball indentation problem in
Abaqus. The sphere has been modeled as axisymmetric rigid surface while
the plate is axisymmetric deformable. The material data fed in for the
plate has been obtained from low cycle fatigue experiments and the
combined hardening model using half-cycle has beem employed.



Apart from this, the loading is displacement-controlled and sphere
is the master surface while the plate is slave surface. The other

FINAL CALL FOR PAPERS:Computational Biomechanics for Medicine V (Beijing, September 24, 2010) in conjuction with MICCAI 2010

Submitted by adwit on

DEADLINE EXTENSION

Computational Biomechanics for Medicine  V Workshop

http://school.mech.uwa.edu.au/CBM2010/,

http://cbm.mech.uwa.edu.au/

will be held in Beijing on September 24, 2010,

in conjunction with MICCAI 2010 http://www.miccai2010.org/. Submission deadline: June 14 (extended till June 18) 

Continuum Mechanics of Line Defects in Liquid Crystals and Liquid Crystal Elastomers

Submitted by Amit Acharya on

Amit Acharya and Kaushik Dayal

 (To appear in Quarterly of Applied Mathematics)

This paper presents a generalization of traditional continuum approaches to liquid crystals and

liquid crystal elastomers to allow for dynamically evolving line defect distributions. In analogy with

recent mesoscale models of dislocations, we introduce fields that represent defects in orientational

and positional order through the incompatibility of the director and deformation ‘gradient’ fields.

Mohr Coulomb model -Cap model

Submitted by lianna on

Hi

I have a problem with the simulation of Mohr Coulomb problem. I want to set the properties of a sand. I use the experimental data from papers and i try to find the bearing capacity for a footing on sand. I set density ρ, E modulus of elasticity , ν Poissoin's ratio and for the Mohr Coulomb model i set φ shear strength, ψ dilatancy , c cohesion (a very small value=0.00001 ) for strain 0 . Does it need anything else? Does it need for hardening parameters any diagram for cohesion -plastic strain for the Mohr Coulomb model?