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Distinguished Lecture on Materials Physics of Faults in Rapid Shear and Consequences for Earthquake Dynamics

Submitted by Laure Ballu on Thu, 02/14/2013 - 16:56

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geophysics

materials Physics

faults in rapid shear

earthquake dynamic

Harvard university

Presented by Prof. James Rice Mallinckrodt and sponsored by Elsevier and the NJIT Granular Science Laboratory

Reading abaqus field output data using python scripts in an especial coordinate (x,y,z location) and not node/element set

Submitted by Hidroxid on Thu, 02/14/2013 - 12:21

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python scripting

abaqus field output data

Hello everyone,

I am using python scripts to extract the field output (displacements) in a nodeset (which was defined in the model) and it does not seem that difficult but I have a question regarding reading output data for a especial coordinate (x,y,z location) and not the node label since when you change the discretization you lose the previous node labels. Does anyone have any idea how to do so?

constraint problem between 2 parts

Submitted by erismy1 on Wed, 02/13/2013 - 04:02

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problem in constraint

How to join the node between two part for example wire planar 3D and plate 3D? I have probem when assemble ABAQUS stated 2 nodes do not coincide.

I have difficulty in constraint between 2 parts.

I have tried inb MPC, TIE CONSTRAINT , MERGE CUT but all not succesfully done.

Postdoctoral Scholar - Atomistic Simulation of Nanocrystalline Materials

Submitted by Tim Rupert on Wed, 02/13/2013 - 00:26

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molecular dynamics

nanomaterials

atomistic simulations

postdoctoral position

nanocrystalline metals

vibration analysis using ansys

Submitted by sabareesme on Tue, 02/12/2013 - 06:36

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Milling cutter

Exciting frequency

i doing research work in Fixture layout optimization problem. in this regard i need to calculate the exciting frequncy of the milling cutter . help me to calculte the exciting frequncy of the milling cutter and how to measure the amplitude using ansys

Difficulty in using connector uniaxial behavior Abaqus

Submitted by Rojit on Tue, 02/12/2013 - 00:14

research

Dear Abaqus User,

Is there any other possible way to model connector uniaxial behavior (cyclic/hysteretic behavior) without using dynamic explicit analysis? In the manual, it is mentioned that connector uniaxial behavior can be used only with explicit analysis. I am having problem when I chose to run dynamic explicit analysis. The model runs fine with general static step (using cyclic displacement as amplitude). I just need to run quasi static analysis as there is nothing to do with inertia effect.