MODELING OF COMPOSITE PLATE
HI
CAN ANY ONE HELP ME HOW TO MODEL A SIMPLE COMPOSITE PLATE (5 LAYERS) IN ABAQUS.
HOW TO DEFINE THE CONTACT BETWEEN EACH PLY?
HOW TO DEFINE FIBER DIRECTION?
HI
CAN ANY ONE HELP ME HOW TO MODEL A SIMPLE COMPOSITE PLATE (5 LAYERS) IN ABAQUS.
HOW TO DEFINE THE CONTACT BETWEEN EACH PLY?
HOW TO DEFINE FIBER DIRECTION?
Any one knows how to buy the MPCCI software?
Greetings,
I'm working on thermal analysis of concrete filled steel tube columns.
I used all the guidance I could get from the research papers, but I still didn't get the results I want.
In fact, all the job analysis I run ended up abrupted.
I attached my abaqus work for your kind attention and perusal.
Any suggestions and tips that might help me overcome my problem is more than welcome. Perhaps I could get some pointers whict part in my analysis is missing.
Thank you.
My work links:
Hi everybody,
Hi all,
Recently, I have read the paper "Dynamic crack propagation under mixed-mode loading- Comparison between experiments and X-FEM simulations" published in IJSS, 44 (2007), 6517-6534. I have met some questions on the choice of auxiliary fields for calculating the SIFs. Could someone give me some details including the auxiliary velocity fields, the auxiliary displacement fields and the auxiliary stress fields. Thanks.
regards
sir/madam,
i have modelled a curved section with one end fully constrained and to other end applied pull load, i am getting result in cylindrical co-ordinate system can i see the results in cartesian co-ordinate system
S.-K. Ryu, Q. Zhao, M. Hecker, H. Y. Son, K. Y. Byun, J. Im, P.S. Ho, and R. Huang, Micro-Raman Spectroscopy and Analysis of Near-Surface Stresses in Silicon around Through-Silicon Vias for Three-Dimensional Interconnects. J. Appl. Phys. 111, 063513 (2012).
i am a student of Msc in structural engineering. currently i have been involved in the research of "shear behaviour of RCC beam column joint ".
Hi, dear all,
I am facing problem on differentiating left Cauchy deformation tensor and right Cauchy deformation tensor.
thanks for notes in http://www.engin.umich.edu/class/bme456/ch3strain/bme456straindef.htm, i can derive the them in terms of mathematical equation, but i cannot differentiate them in engineering modelling filed.
From what i read is
Dear all,
I recently need calculate the stiffness matrix of the cohesive elements manually via mathematica. I used the finite element method to fulfill the assignment, but the result I got didn't match the stiffness matrix I extracted from the Abaqus. Neither did my supervisor.
knn, ktt and kss seem to be so obvious for the traction-seperation law, as also it measioned in Abaqus. Could you please help me out by offering the way to find how the ABAQUS exactly design the cohesive elements or how ABAQUS calculate the stiffness matrix.