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Export Mass Matrices in Abaqus

Submitted by augustus on

Hello,

 

I have to export stiffness and mass matrices from Abaqus (dynamical simulation)

and I have been using the commands *Matrix Generate and *Matrix Output

 

I need to export the matrices for different  time points (time intervals) and I have noticed that the entries

of the MASS matrices are not equal at different  time points.

 

Is that correct or should the MASS matrices be constant for a dynamical simulation?

 

many thanks

Micromechanics of collective buckling in CNT turfs

Submitted by Hamid Torabi on

Complex structures consisting of intertwined, nominally vertical carbon nanotubes (CNTs) are called turfs. Under uniform compression experiments, CNT turfs exhibit irreversible collective buckling of a layer preceded by reorientation of CNT segments. Experimentally observed independence of the buckling stress and the buckling wavelength on the turf width suggests the existence of an intrinsic material length.

PhD Positions in computational mechanics at Oklahoma State University

Submitted by Hamed Hatami on

PhD Positions in the area of computational mechanics are immediately available in the School of Mechanical and Aerospace Engineering at Oklahoma State University. 

Requirements:

The candidates must have already earned or should soon earn their M.Sc. degree in Mechanical Engineering or in a closely related field.

Strong background in numerical simulations, finite element analysis, and/or computational solid mechanics

Excellent programming skills and experience with high performance computing

anisotropically in "GEOSTATIC" step (with distortion error)

Submitted by atefe.geramian on

Hello,

I simulated an isotropically triaxial test with 550000 (Pa) pressure on top and side of model in "geostatic" step. I defined vertical predefined field stress 550000 and lateral coefficient 1 too. I didnt have probloms in that model and the results were right.

Question about the tangential behavior of ABAQUS

Submitted by scuxyh on

Hello everyone, I am using ABAQUS to study the tangential behavior (friction) at the interface between rock-machine. I know tangential behaivour simualtion is key for my model, I read the manual, but still have some puzzels, hoping you could help me, much appreciated in advance!

 

1. what's the difference among mechanical constraint formulation of penalty contact method (another is kinetic), friction formulation of penalty for tangential behavior, and  constraint enforcement method of penalty for normal behavior. the explanation in manual seems ambiguous for me.

EUROMECH Colloquium 575 on Contact Mechanics and Coupled Problems in Surface Phenomena

Submitted by marco.paggi on
Dear Colleague,
 
 
we would like to inform you that the EUROMECH Colloquium 575 on “Contact Mechanics and Coupled Problems in Surface Phenomena” will take place in the IMT Institute for Advanced Studies Lucca (Lucca, Italy) from March 30, 2015 to April 2, 2015