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Giant, voltage-actuated deformation of a dielectric elastomer under dead load

Submitted by Jiangshui Huang on

Far greater voltage-actuated deformation is achievable for a dielectric elastomer under equal-biaxial dead load than under rigid constraint usually employed. Areal strains of 488% are demonstrated. The dead load suppresses electric breakdown, enabling the elastomer to survive the snap-through electromechanical instability. The breakdown voltage is found to increase with the voltage ramp rate. A nonlinear model for viscoelastic dielectric elastomers is developed and shown to be consistent with the experimental observations. 

Published Online:

Frictional rolling contact model CONTACT version 12.1 released

Submitted by Edwin Vollebregt on

Dear all,

Herewith I want to announce the release of the frictional rolling contact model CONTACT version 12.1.

The main changes with respect to earlier versions of the program are as follows:

Postdoctoral Research Associate at Brown University: Finite Element Simulations of Active Biopolymer Networks

Submitted by Dibakar Datta on

A postdoctoral position with
primary focus on finite element simulations of active biopolymer
networks is available immediately at Shenoy Research Group @ Brown University . We are looking for a strongly
motivated candidate to work on the mechanics of active cytoskeletal
networks. The ideal candidate will have a background in solid
mechanics/computational physics with expertise in finite element simulations. Experience with Monte Carlo methods and stochastic simulations is desired but not essential.  This
individual will have the opportunity to be directly involved in

UMAT Problem

Submitted by NazBaba on

Hi all,

I am
implementing the constitutive behavior of CuAlNi shape memory alloy during
uniaxial loading using UMAT. My new question is that:

When phase
transformation first starts, umat finds jacobian using my numeric finite
difference method for jacobian. But in same step, stresses and strains cannot
be obtained and then umat uses smaller and different strains and changes
jacobian values. After one step calculation abaqus job finishes with unexpected
error. What could be the problem? What can I do?

 

Thank you.

Call for Abstracts: Asia-Pacific Conference on Engineering Plasticity and Its Application (AEPA 2012), Singapore, 5-7 Dec. 2012

Submitted by Fan Zhihua on

THE 11th ASIA-PACIFIC CONFERENCE ON ENGINEERING PLASTICITY AND ITS APPLICATIONS (AEPA2012) 

(5 - 7 December 2012, Singapore)

    We are pleased to announce that the Eleventh Asia-Pacific Conference on Engineering Plasticity and Its Applications, AEPA2012, will be held in Singapore, in December 2012, following the previous successful symposia in Hong Kong (1992), Beijing (1994), Hiroshima (1996), Seoul (1998), Hong Kong (2000), Sydney (2002), Shanghai (2004), Nagoya (2006), Daejeon (2008) and Wuhan (2010).

Title of the book required.

Submitted by vinay kumar B A on

 

Dear all.

 

I was reading an elementary book in which it was very clearly explained about the assumeption,  plane remains plane before and after bending.  ( Euler - Bernouli beam theory ).

In that book author clearly explained why the plane should remain plane, what happens if it takes some other shapes like  C shape or S shape. 

I forgotton the books name, I request all that please let me know the title of the book.

 

Thanks and regards

 

Vinay

 

A website wholly devoted to buckled shells

Submitted by Zhigang Suo on

John Hutchinson has just pointed out to me the website, shellbuckling.com.  The site is devoted to the mechanics of buckled shells, with downloadable photos, slides, papers, and computer codes.  The site also has a section on buckling people.  The site is created by a veteran buckling person, Dr. David Bushnell, formerly of Lockheed Martin.  Check the site out, and enjoy. 

getting max prin stress out by python script from ABAqUS

Submitted by hermatician on

hi all,

some how i was able to make a model by importing data in pro/e and then in abaqus.

i have a problem now that I have to take out TRESCA value and max and Min priciple stresses, for all nodes.

i was able to extract coordinates by my programm but when i substitutes "S.Tresca" for COORD in the program, it doesnt work.