Hi,
Im doing my research in crack initiation and propagation in rock and i have adopted ABAQUS to do this problem. But i cannot find any tutorial for crack growth in rock. As per some random literature i started using XFEM model to model the crack growth. But i still didnt feel confident about my work. Can anyone suggest me some material and im beginner to ABAQUS tool
It is very important to visualize molecular dynamics (MD) trajectories since there are many aspects of MD simulations which are difficult to identify without a proper visualization tool. Improper bounday condition in MD is one of such examples. I use Visual Molecular Dynamics (VMD) to visualize my MD simulations. Some of my movies, created using VMD, are shown below.
Hello everyone,
I am trying to simulate the force vs displacement response when cam clay soil model containing rigid foundation is acted by the concentrated load at the interface of rigid body with the soil. I don't know why i am receiving "time increment error".
Input file
Hello,
I have developped a New Method to Compute Numerically the Shape Functions of a Constant Strain Tetrahedron from the Geometrical Information of its Vertices using the Planes' Equations Defining the Barycentric Coordinates versus the Cartesian Coordinates. The Algorithm for Solving the Linear Systems of Equations has been Implemented Efficiently with the Partial Pivoting Gauss LU Method for any arbitrary Shaped and Non-Degenerated Element.
References: FEOFS2013, CanCNSM2013 and FDM2013.
Best Regards.
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Hi,
I am working on short glass fibre reinforced composites.
Is there a material model which can predict the fatigue behaviour of the composite structure at high temperature.
Thank you
Regards
Ghouse
hi,i have been doing non-linear buckling analysis using STATIC RIKs method
my model specification: length:65 metre, dia=2.85metre,thickness=0.38meter
and i am having the following doubts:
1.i have done Eigen value buckling analysis first and got the mode values..but for getting the mode shapes which load value i have to apply????(whether calculated euler buckling load value)
2.i have given imperfection as 0.0038 i.e..,10% of thickness value is it correct????
