apply seismic load to acoustic element
hi
how i can apply seismic load (acceleration) to boundary of a 2d shell with acoustic element?
Blog posts
Deadline extended: Call for abstracts and special issue papers: Computational mechanics of cells, tissues, and biomaterials
We would be pleased to have a contribution from you or from one of the
members of your group among the presentations of the symposium entitled
COMPUTATIONAL MECHANICS OF CELLS TISSUES AND BIOMATERIALS
organized within the joint World Congress on Computational Mechanics and European Conference on Computational Mechanics (http://www.wccm-eccm-ecfd2014.org/frontal/default.asp )
to be held on 20-25 July 2014 in Barcelona (Spain).
How to define node-based-surface in Python script?
I want to define node-based-surface in Python script to use it in *tie card. Please help. Thank you
Free material library
Hi all,
please , can you help me getting links to download free material library ?
Is there some good data base for materials dedicated to FEA ?
Thank you for any help.
Regards.
Multiscale modeling and uncertainty quantification in nanoparticle-mediated drug/gene delivery
Ying Li, Wylie Stroberg, Tae-Rin Lee, Han Sung Kim, Han Man, Dean Ho, Paolo Decuzzi, Wing Kam Liu
2nd International Conference on BioTribology (ICoBT2014) - Plenary Speaker Announced
Dr. Steven Kurtz, Exponent, Inc., and Drexel University, USA will be the Plenary Speaker at ICoBT2014
Keynote Speakers include:
Dr. Siegfried Derler, EMPA, Switzerland
Professor Jeremy Gilbert, Syracuse Biomaterials Institute, USA
Dr. Jason Stokes, The University of Queensland, Australia
Professor Yu Tian, Tsinghua University, China
analysis tunnel adjacent to reservior for earthquake load
hello dear,
i am new usre of abaqus, i try to model tunnel adjacent to reservior
my model:
- 2D model
- BCs: boundary of tunnel and reservior with rock assume be rigid (model with analytical rigid and tie to tunnel and reservior),
upstream of reservior have impedance and free surface of reservior have zero pressur.
steps: initial, dynamic implicit
- Load: earthquake acceleration apply to rigid boundary
How to get the update the local material coordinate in large deformation for hyperelasitc rubber-like materials?
Hello,
I want to ask things about the updation of local material coordinate in large deformation.
Does there exist two ways for this?
1. Polar decomposition of Gradient Deformation Tensor F to get the rotation tensor.
2. Update each basis vector of local material coordinate system using modified Gradient Deformation Tensor F_bar = F*J^(-1/3).
What I cared about is the second method, is the second method available?
Wish someone could help me, : ). Thanks!!