Where to find the cohesion value of metal for the Friction Model of ANSYS contact analysis?
Hello,everybody.
Is there someone knows:
Where to find the cohesion value(COHE) of metal for the Friction Model of ANSYS contact analysis?
Hello,everybody.
Is there someone knows:
Where to find the cohesion value(COHE) of metal for the Friction Model of ANSYS contact analysis?
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Can You help me to write Matlab code for impact on composite laminate?
Dragan
I am modeling irradiated zirconium using ABAQUS
I am looking for a UMAT that has the HCP stucture in it (slip systems....)
Besides I need to incorporate the damage inside my model (UMAT FILE)
and then I will do indentation on my sample to get mechanical properties.
If anyone has ideas or even any UMAT that is related to damage or HCP structure, I would appreciate his help
Thanks
Elias
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Hello colleagues,
Iam trying to model load test on board pile. I have already a model which is working but not as I need. I think the interaction between pile and soil is not correctly defined. Has someone an experience with this issue.? How I should define the interaction between soil and pile?
Attached .inp file.
Regards
Ziyad
Does anyone have experience using poroelasticity model? I dont underestand the abaqus model -the logarithmic bulk modulus and.., where are these coming from?Is anyone knows a reference book to link those?
Hello everyone, I am useing the CZM method researching the dynamic crack propation problem in composites,so I must have the UEL OR VUEL of cohesive zone elements in ABAQUS or other FEM software,at this moment, i have a UEL of ABAQUS,so i have a question ,if i want to simulate the dynamic crack problem, can i use the UEL? Or must write my VUEL?
Everyone answer is welcome
If some people have the same researching plan ,we can communicate each other!
I have a question, for the same metal material, when will the elastic modulus will be changed? in another words, in what kind of processing or machine condition will the elastic modulus be changed? for example, to machine elements(gear, bearing ...), when the part surface is case hardened,will the elastic modulus be changed? if not, how can the difference of hardness between case hardened surface and without hardened substrate be reflected in FEM analysis? how can the case hardened surface parameters affect the contact stress when two part are brought to contact?