Acta Mechanica Sinica
Now let me introduce another impressive mechanical journal for you:
Acta Mechanica Sinica(AMS) Editorial Board Submit an Article
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Share an Excellent Review Paper Published on Advances in Mechanics
Dear Everyone,
I am so glad coming imechanica to meet everyone of you! I am an editor from Chinese Society of Theoretical and Applied Mechanics, our society mainly publish five mechanical journals(three Chinese and two English). I would like to share recently published English articles for whom might be interested in.
Journal Tittle: Advances in Mechanics
Article Tittle: Complex systems and emergence: How theory meets reality
Author: Jianbo Gao(Wright State University)
Concrete tension damage
Hi everyone
Does anyone know about tension stiffening of concrete. Actually I have a problem with getting these values. i have an example of it and I wanna show you to clarify. So, the given information is as follows:
E= 31027 mpa
V= 0.15
Density= 2663 kg/m3
Compressive initial stress= 13 mpa
Compressive ultimate stress= 24.1 mpa
Tensile failure stress= 2.9 mpa
Therefore, for mentioned above "tensile behavior" in terms of dis. is as following: ( concrete damage plasticity )
Create new ( multiple ) parts from existing (single )part in Abaqus
Hello Everyone,
i am kind of newbie to Abaqus, in learning phase. My question is regarding creating new parts from existing part in abaqus, kind of splitting activity similar to slice feature in ANSYS Designmodeler. As far as my regular activity in Ansys workbench, i require to slice body in designmodeler, to create new volumes, to refine mesh, or to define contacts with different status.have limited access to modeling software, so basically work with simulation software pre processor.
Concrete Damaged PLasticity - Effect of Kc
I'm trying to develop yield surface of a material for a particular value of hydrostatic stress(since CDP model uses drucker-prager hypothesis).. In user manual, it is given that, for Kc value of 1, i should get a circle, and for Kc value of 0.667, i should get a shape of inverted triangle in deviatoric plane.. But I have tested for 3 values of Kc, 0.667, 0.9 and 1, for all, i'm getting the same inverted triangle in the deviatoric plane.
*Concrete Damaged Plasticity
22., 0.33, 1.16, 0.667, 0.
A PERIDYNAMICS FORMULATION BASED HIERARCHICAL MULTISCALE MODELING APPROACH BETWEEN CONTINUUM SCALE AND ATOMISTIC SCALE
A PERIDYNAMICS FORMULATION BASED HIERARCHICAL MULTISCALE MODELING APPROACH BETWEEN CONTINUUM SCALE AND ATOMISTIC SCALE
R. Rahman and A. Haque
Abstract:
The role of graphene in enhancing the stiffness of polymeric material: A molecular modeling approach
The role of graphene in enhancing the stiffness of polymeric material: A molecular modeling approach
R. Rahman
Abstract:
common block in abaqus user subroutine vufield
Dear friends,
I am working on vufiled subroutine for abaqus. I already have a named common block statement in my vfriction subroutine. I need the values from the common block be read in vufield subroutine and passed further / saved to a field variable to be able to plot a contour plot.
Can anyone share his ideas about the coding or have an advice for me?
Paul
