research
Riemann-Cartan Geometry of Nonlinear Dislocation Mechanics
We present a geometric theory of nonlinear solids with distributed dislocations. In this theory the material manifold - where the body is stress free - is a Weitzenbock manifold, i.e. a manifold with a flat affine connection with torsion but vanishing non-metricity. Torsion of the material manifold is identified with the dislocation density tensor of nonlinear dislocation mechanics. Using Cartan's moving frames we construct the material manifold for several examples of bodies with distributed dislocations. We also present non-trivial examples of zero-stress dislocation distributions.
How to capture "Jump" in a Runge-Kutta time marching solution?
Dear friends,
When I run my MATLAB code to solve a nonlinear aeroelastic problem, solution diverges because of a "jump". I do expect a jump at this point, but I can not go through it and time marching solution stops. I appreciate any suggestion and help.
Thank You So Much
Carbon Nanohorn Reinforced Nanocomposites...
I have formulated a shear-lag model for calculating the variation of stress along carbon nanohorns (CNHs), which are conical shaped wrapped carbon sheets, embedded in an epoxy matrix under axial loading. I found that the stress distribution along the length of CNHs depends on the cone angle of these structures and maximum normal axial stress has a smaller value in CNHs compared to a carbon nanotube (CNT) with same cross-section as of the CNH's tip. Furthermore, I read an article stating that synthesis of CNHs are easier compared to CNTs. However, the only article I could f
Execution of UMAT subroutine
Does anyone have some experience on execution of UMAT subroutine? I have written an UAMT subroutine but I have problem to run it.
I install fortran and in the command line, I write: abaqus job=(input file name) user=(subroutine name).
Please, Provide me some information about this problem.
Execution of UMAT subroutine
Does anyone have some experience on execution of UMAT subroutine? I have written a UMAT subroutine but I can not execute.
I install fortran and then
in the command prompt I write : abaqus job=(input file name) user=soil.
International Journal of Applied Mechanics (IJAM) Vol. 4 No. 1
Forthcoming papers of International Journal of Applied Mechanics (IJAM) Vol.4 No.1:
1. “A SPECTRAL/HP FINITE ELEMENT FORMULATION FOR VISCOELASTIC BEAMS BASED ON A HIGH-ORDER BEAM THEORY”, V. P. VALLALA, G. S. PAYETTE AND J. N. REDDY, (TEXAS A&M UNIVERSITY, USA).
transverse compressibility in Abaqus SC8R elements
Does anyone know if Abaqus SC8R elements have transverse compressibility \epsilon_z?
What properties shoud I specify for SC8R elements, type: lamina, or type: Engineering Constants ? (note that type lamina do not have transverse modulus E3)
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