Blog posts
Simulation of FRP in ANSYS
I make a master research about concrete beam strengthened using FRP strips and u-wraps. i do the FEA for my test samples in ANSYS so,i hope if someone can tell me what the better element is for simulation of strips and which one for u-wraps. another question, is the local axes effective in ansys and how i can control it.
Many thanks
Omar
Mechanics Genealogy
Leonhard Euler has 5 students and 56,850 academic descendents. They are all listed by the Mathematics Genealogy Project. Euler himself was a student of Johann Bernoulli, and produced a student named Joseph Louis Lagrange, who in turn produced Fourier and Poisson. No wonder Euler has so many descendents by now.
total kinetic energy
how to plot the total kinetic energy vs. time using ansys (GUI)
Finite element modelling fracture mechanics of polymer/clay nanocomposites
I am Cecilia. In 2007 I graduated in mechanical engineering at the University of Cagliari (Sardinia, Italy).
During the degree courses I took several classes on structural mechanics, including, Mechanics of Composite Materials,
Fracture Mechanics, Finite Element Analysis (with Ansys and Abaqus).
Now I am a PHD student at the Univesity of Cagliari and this is the aim of my research:
Finite element modelling of polymer-clays nanocomposites with
poroelastic model
I am currently working on a poroelastic model for an oil basin-I have tried and read through Abaqus manual to find out how we can apply Biot's Coefficient in our model or how it takes care of it-Does anyone have any clue about this?
modelling a arch dam in abaqus
i am a civil engeenering
i want to modelling a arch dam in abaqus but i have many problems
please help me
i am new in abaqus
i want by program ( matlab ) have many coordinate nodes of geometry dam , but i dont konw use this nodes in abaqus
please help me
Extract SFDR from VUINTER Subroutine in ABAQUS
Hi all!!
I am trying to use subroutine VUINTER in ABAQUS to extract the SFDR surface based interaction variable (Heat flux per unit area entering the surface due to frictional dissipation).
If i assume that the subroutine code I have written is correct, how can I request from the software to include SFDR in the field output variables? I am trying to add manually from the field output request dialog but i get a warning message that this is invalid.
Can someone help me please?
Thank you
Andreas
ABAQUS - Problem concerning "concrete damaged plasticity" model
Hi all,
I'm trying to solve a frame structure in ABAQUS. I'm using 3D beam elements (B31) so that shear and bending stresses may appear. This is ok for an elastic analysis, but I also want to perform a failure analysis of this frame. Therefore, I'm trying to use the "concrete damaged plasticity" material in ABAQUS. But I've read in the manual I can't use B31 elements with this material.
Does anyone know how to combine the "concrete damaged plasticity" material in a 3D beam analysis? Any other suggestions?