Use of ABAQUS 6.10
Dear All,
Good Morning.
I want to model a steel fibre reinforced R.C square slab under Impact force.
Can I get the suitable steps for using ABAQUS 6.10 to analyse and findout the ultimate stress,strain,displacements?
research
Calculating BMD for a hollow pipe beam
I have tested steel pipe (as a beam) under lateral distributed loads. Longitudenal strain gages are on the top and bottom lines of the pipe. Could any one suggest to me how can I derive the bending moment distribution along the pipe. I have E, I , t (thickness, and r(radius) for the pipe.
I have found a formula from litrature as follows : M = K.E.I
Where K = curvature = 0.5 * (ε_tension side - ε_compression side) / C (i.e the Half Section Depth, or pipe radius)
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?
how to convert cylindrical co-ordinate system to cartesian co-ordinate system
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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
Micro-Raman Spectroscopy and Analysis of Near-Surface Stresses in Silicon around Through-Silicon Vias for 3-D Integration
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).
structural engineering
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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 ".
How to differentiate left and right cauchy deformation tensor in biomechanics modelling?
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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
how does ABAQUS design the cohesive element
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.