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13th U.S. National Congress on Computational Mechanics: Call for abstracts

Submitted by Stephan Rudykh on

Dear Colleagues,

We would like to invite you to contribute an abstarct to the minisimposium 1008 "Modeling Materials with Coupled Physics (thermo- electro- chemo- and magneto-mechanics)"  within the 13th U.S. National Congress on Computational Mechanics (USNCCM13) to be held in San Diego, California, at the Manchester Grand Hyatt, July 26-30, 2015.  The deadline is Feb. 15, 2015. Please visit the conference webpage: http://13.usnccm.org/

Concrete compression test - Error

Submitted by MrsTgr on

Hello everyone, 

I have modeled compression test on concrete cube in Abaqus/Explicit. For concrete I have used Concrete damaged plasticity model. I have assigned displacement as BC (Smooth amplitude) in Reference Point at the top of the cube, and I have coupled RP with the top of the cube. For concrete cube I have used C3D8R elements. 

For history output I have requested Reaction force in RP and energies for whole model. 

But job won't finish. I get an error: 

Help needed... What is the best method to model the constraints between end plate and a pipe and connect it to a loading point ?

Submitted by Diana on

Hi all,

I'm modelling a pipe in ABAQUS subjected to internal pressure as step one then an eccentric tension load is applied as step two. I'm trying to find the best method in connecting the end plate with the pipe and the reference point of loading with the end plate. using kinematic coupling gives different stress distribution on the pipe than using tie constraint. Any idea ?

PACAMXV: Track 7: Friction, Fracture, and Damage

Submitted by Ahmed Elbanna on

Dear Colleagues,

We would like to draw your attention to the following minisympoisum taking place as part of the 15th Pan American Conference of Applied Mechnaics (University of Illinois Urbana Champaign May 18021 2015). Deadline for abstract submission is Dec 31st 2014.

Friction, Fracture, and Damage

Best way to do a constraint between a pipe and end plate and an eccentric load reference point ?

Submitted by Diana on

Hi all,

I'm modelling a pipe in ABAQUS subjected to internal pressure as step one then an eccentric tension load is applied as step two. I'm trying to find the best method in connecting the end plate with the pipe and the reference point of loading with the end plate. using kinematic coupling gives different stress distribution on the pipe than using tie constraint. Any idea ?

Hibbitt Engineering Fellows, School of Engineering, Brown University

Submitted by Kyung-Suk Kim on
New prestigious postdoctoral fellowships are provided by a generous gift from Susan and David Hibbitt. Since the fellows will be selected through internal competition with those of other disciplines, solid mechanics applicants should be well qualified for the competition.
 

Looking for a doctoral position in the field of (solid) computational mechanics

Submitted by Nguyen Van Chau on

Hello, My name is Nguyen Van Chau, an engineer at Mitsubishi Motor Company, Japan. I have been working on some projects which relate in structure analysis, fluid analysis for automobile since 2009/01. I am seeking for a doctoral position starting after 2015/01-.

My expertise in computational solid mechanics includes:  

(1) Structure Analysis (HyperWork, Nastran, Femap).

Nonlinear Analysis Fire and Explosion using LS-Dyna or ANSYS

Submitted by mimran65 on

I have one model offshore that were designed based on BENTLEY SACS and by that I wanted to convert it on LS-Dyna or SACS to CFD to observe  blast and fire effects & loading and then for non linear analysis of structural.