How to create Seismic loads, Boundary Conditions, Soil in ABAQUS
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MicrosoftInternetExplorer4
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MicrosoftInternetExplorer4
Would like to hear your expertise/user/non-expert/sceptic comments on XFEM. Here are some of the challenges. Would like to hear your relections.
1. Can XFEM be utilized in characterizing Failure rather than Fracture?
2. What sort of challenges XFEM still have with respect to Fracture Mechanics?
3. How the Fracture mechanics benefit the industry, from the perspective of strcutural integrity?
4. Failue investigations vs. Fracture investigations: benefit to industry?
5. Academist vs Engineer: Perspective on XFEM
Hi,
I have modeled a beam with a hole in it in ABAQUS. I use of FRACTURE MECHANICS and FINITE ELEMENT METHOD for perdiction of failure load of beams with holes. I am wondering is it a correct assumption to assume a fixed crack length for one beam with varying hole position or not?
It have assumed that a fixed crack length for a beam with varying location of hole along the beam.
Am I correct?
Thank you,
Manooir
Hi,
As a part of my research, I would like to break down a simply supported beam to two beams shown in the attachement. I expect to remove the bond and use of springs for transforming deformation of upper beam to lower beam. What could be the stiffness of springs which could be used in new model?
Thank you for your comment,
Parisa
Dear mechanicians,
I'am a phd researcher on the field of
computational mechanics. I want to solve a linear system of equations [A]
{x} = {b} with PCG method. With the help of a very illuminating
book "Iterative Methods for Sparse Linear Systems" by Yousef Saad, I manage to
write an algorithm in Fortran90 language. But i have one problem... I
store A matrix in symmetric skyline format (upper triangular). I
I want to get stiffnes matrix from ANSYS Classic. I used substructure analysis and using list->other-> super element data and got stiffness matrix of whole structure. But I want to get stiffness matrix of individual elements. Can I do it in ANSYS Classic?
Hello everyone,
I am looking for a way to measure notch tip radius experimentally. Would you give me some ideas about that? is there any relationship between morphology of notched cracked body surface and notch tip radius?
Thank you and Regards,
Dear eveyone,
I need to know the formula or expression to calculate the flexural rigidity (D) of RC Slab reiforced with steel bars. I know that for plain concrete, D can be taken as Et3/12(1-v2). However, I have no idea what is D when steel bars are added to slab. I really appreciate for any kind help. Thanks