Dear Colleague:
The 2013 summer meeting of ASME Applied Mechanics Division will be held jointly with the Society of Engineering Science at Brown University, Providence, RI, July 28-31. We are pleased to invite you to a session on Dynamic Stability of Structural Systems, under the symposium on Instability in Solids and Structures that is being organized by the AMD Technical Committee.
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.
The ASME Multifunctional Materials Technical Committee of the Materials Division is organizing several topics related to Multifunctional Material Systems at IMECE2013 to be held in San Diego, CA, during Nov. 15-21, 2013 .
Abstract submission deadline: February 14, 2013
Authors: Amit Pandey 1, 2, Vladimir K. Tolpygo 3, Kevin J. Hemker 1
1. The Johns Hopkins University, Department of Mechanical Engineering
2. Oak Ridge National Laboratory, Materials Science and Technology Division
M. Nosonovsky & V. Mortazavi. Friction-Induced Vibrations and Self-Organization: Mechanics and Non-Equilibrium Thermodynamics of Sliding Contact (CRC Press/Taylor & Francis, 2013, forthcoming)
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http://www.nbclearn.com/portal/site/learn/cuecard/62961
(You can press control+click to open it, or copy the above weblink to a browser)
Hi,
I am working on a nonlinear contact problem with Abaqus. One of the parts
involved in the complete model is very small and as its behaviour needs to
be studied when it interacts with other parts it is modelled with pretty
smaller elements as compared to other parts in the model. When I do a Dynamic explicit
analysis then the time increment which Abaqus calculates from an Element by
element estimate is of the order 1e-8 due to that very small part. I did
Hi colleague
can you help me to define a cyclic load of 1 kN (120 cycle per min ) in Abaqus?
does it diifrent to use static or dynamic analysis?
Thanks.
