Concrete Modeling
Dear Guys!
I'm wanna model the concrete plasticity in abaqus and is it possible to tell me which element type should I use for Concrete modeling?
Regards.
Dear Guys!
I'm wanna model the concrete plasticity in abaqus and is it possible to tell me which element type should I use for Concrete modeling?
Regards.
Time: Monday and Wednesday 3:00 - 4:30 pm
Place: WRW 312, University of Texas at Austin
Instructor: Rui Huang, WRW 117D, (512) 471-7558, ruihuang [at] mail.utexas.edu
Term Papers (with links to abstracts, presentation slides and final reports)
Hi, there
hi,
Consider a polymer for which the potential energy resulting from attractive forces between the chains decreases markedly as the chains are oriented. What can one say about the effect of these forces upon the equilibrium stress-strain curve for that polymer rubber? and how large will be the small-elongation tensile modulus?
thanks
Hai
I want to know how to convert a PSD curve into a Displacement vs Frequency plot.. Pl do help me....
Arthanareeswaran
Lagrangian or referential equilibrium equations for materials undergoing large deformations are of interest in the developing fields of mechanics of soft biomaterials and nanomechanics. The main feature of these equations is the necessity to deal with the First Piola-Kirchhoff, or nominal, stress tensor which is a two-point tensor referring simultaneously to the reference and current configurations.
Hello!
As a student who has spent a lot of time studying cohesive zone models in fracture mechanics, I have several questions that have bothered me over the past year or so, and I have not been able to find suitable answers to them. I am limiting myself here to questions related to the traction-separation law, which invariably forms the basis of CZM as it is implemented today. I am raising these questions in the hope that I can receive some response here, even if it means my question is invalid (as I suspect a few may be). So here is my list:
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i am trying to develop a matlab program to calculate the natural frequency anf the model shapes for beams
using the finite element method , as i will need to change the stiffness in the beam sections to model cracks.
i am sure there an easy ready method to perform this , i am happy if some one provided me with the method or the basic code