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viscoelasticity

Residual stresses in elastic medium upon uniform cooling

Submitted by dhananj on

Hi All,

I am a student working on a project involving the effect of residual stresses in elastic and viscoealstic materials. I have a related question: When an easltic body is heated to a certain temperature (say 400 deg C) and then cooled uniformly to room temperature (20 deg C) with a constant cooling rate "q", does this generate any "un-desirable" (residual) stresses within the elastic body? i.e at a steady state - room temperature, does the final stress state within the body would be non-zero? Else, it would eventually reach a state of zero stresses? How?  

Nanobrücken 2014 Nanomechanical Testing Workshop

Submitted by Oden Warren on

The Nanobrücken 2014
Nanomechanical Testing Workshop
will take place March 26-28, 2014 at INM -
Leibniz Institute for New Materials in Saarbrücken, Germany. This will be the
4th edition of the now-annual Nanobrücken workshop series. This year's Keynote Speaker will be Andrew Minor (University of California, Berkeley).



The Call for Abstracts (February 9, 2014

Controllable viscoelastic behavior of vertically aligned carbon nanotube arrays

Submitted by Kilho Eom on

Controllable viscoelastic behavior of vertically aligned carbon nanotube arrays

 

Kilho Eom, Kihwan Nam, Huihun Jung, Pilhan Kim, Michael S. Strano, Jae-Hee Han, Taeyun Kwon

 

Abstract

UMAT Multi-element Error

Submitted by nibalog on

Hello All:

 

I have written a UMAT code to predict the viscoelastic behaviour within a
shape adaptive structure. I have followed similar steps used in Abaqus
subroutine manual, I have applied this UMAT to a single quad element and
it works as predicted. But when I apply it multiple elements model it
breaks down. 

Is there any special command i need to put in UMAT subroutine to account
multi element analysis? I will appreciate all related comments, 

UMAT Multi-element Issues

Submitted by nibalog on

Hello All:

 

I have written a UMAT code to predict the viscoelastic behaviour within a shape adaptive structure. I have followed similar steps used in Abaqus subroutine manual, I have applied this UMAT to a single quad element and it works as predicted. But when I apply it multiple elements model it breaks down. 

Is there any special command i need to put in UMAT subroutine to account multi element analysis? I will appreciate all related comments, 

 

Thanks

Inaccurate UMAT result in SMP model

Submitted by nibalog on
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Hello:



I have written a UMAT subroutine similar to the one shown in abaqus 6.11 subroutine manual 1.1.40 with a slight differences indicative of the material's rheological model.

my expanded isotropic model looks like:

sigma_x - sigmav_x/3 + vbar*sigma_dot_x + kappa*sigma_dot_x =

lambda*eplv + 2*mu*epl_x + lamdabar*eplv_dot_x +2*mubar*epl_x



where:

sigma = stress

epl = strain

_dot_ are my rate change with time

sigmav = sigmaxx + sigma_yy + sigma_zz ( hydrostatic stress)

how to model the damping behavior of viscoelastic passive damper using ANSYS applied to a sandwich beam

Submitted by Alabsi on

 

 dear all, 

How can I model the changing
relationship of shear modulus with frequency for a passive constrained viscoelastic
damper used as part of a composite  sandwich beam which is subject to a walking
excitation using ANSYS ??

modeling of a gel using visco elastic properties using ansys

Submitted by lalkrishna on

sir,

i amhe currently doing project using ansys. i have to model the properties of a gel using viscoelastic properties. there are different viscoelastic models in ansys , i dont know which model should use and how we get the parameters for that model.hope a favourable reply

regards