Classic paper by Geoffrey Taylor
The classic problem in the area of High velocity Impact by Taylor...
Rohith
The classic problem in the area of High velocity Impact by Taylor...
Rohith
Hi everyone,
I'm working on the strength of FRP wrapped concrete beams. I'm using Ansys to analyse this. Can somebody explain me how to handle the nonlinearity of concrete and how to analyse the adhesive between the FRP sheet and concrete beam in ansys?
Funding required to execute number of Innovative projects of international value.
Hi ,
I am working with finite strain finite element formulation. Normaly, the weak form is derived from equilibrium at a reference configuration or differential of 1st piola-kirchoff stress tensor. In case, we have 10 steps of load increment, is it necessary to update nodal position or nodal coordinate for each step??. I am using newton-raphson method.
best regards,
sugeng
Hi,
I am very glad to be here.
I want to make some simulation work on the fracture mechanics of thin films. Because the LEEF model is used for bulk materials, I wonder whether it is reasonable to use in on thin films.
Are there some pannels in abaqus can do crack propagation work or some fracture mechanics?
I am a fresh man and look forward for your help.
Regards
Phenixlee
I thought the mechanics community would be interested in the course notes of
Prof. K. J. Bathe on "Finite Element Analysis of Solids and Fluids". This
course was taught at MIT and now is available freely through MIT Open
CourseWare website:
Enjoy!
Hi,
i am looking for a free tool to create radial/radar plot for youngs, shear modulus
and poissons ratio (diagramms showing properties as a function of the angle).
so far i found one excel / vb based one but it is very basic.
Any suggestions?
Schuffy
Hi all,
Please could anyone help me for this?
How to link Abaqus CAE with UMAT subroutine? When I run simulation, it announced that
Held in Seattle, Wa/ Feb 2010
Hi,
I am working on a coupled fluid structure problem , precisley on the elasto-acoustic mode, and i want to make sure that abaqus work with my matrix (stiffness and mass matrix) that i have made by fortran and at the same time i continu using abaqus element to mesh my model,
Any suggestion would be very appreciated
Thanks in advance
Regards
Lamia