Blog posts
Modeling time dependent function in Abaqus/CAE
Hello,
I am very new to Abaqus so I apologize since I am probably using the incorrect terminology for this and asking a fairly simple question.
I would like to model a laser beam striking a part the part is rotating w.r.t. the beam and I would like to model this. I have already set up Cylindrical coordinate and I just want the beam to sweep the surface following the equation:
Theta = Omega * Time
where:
Theta:= Angular Position
Omega:= Angular Velocity
Time:= Time
Review of Elasticity Equations
Review of Elasticity Equations
Linear, homogeneous, isotropic material behavior.
Lithium-assisted plastic deformation of silicon electrodes in lithium-ion batteries: a first-principles theoretical study
Silicon can host a large amount of lithium, making it a promising electrode for high-capacity lithium-ion batteries. Recent experiments indicate that silicon experiences large plastic deformation upon Li absorption, which can significantly decrease the stresses induced by lithiation and thus mitigate fracture failure of electrodes. These issues become especially relevant in nanostructured electrodes with confined geometries.
A question about crystal plasticity, UMAT and ABAQUS
Hi all,
A Study for New Generation Performance Based Seismic Design Concepts
A Study for New Generation Performance Based Seismic Design Concepts
"Earthquake Performance Assessment of Concentrically Braced Steel Frames using Incremental Response Spectrum Analysis Procedure"
link for downloading .ppt file
change elemen status during a multiframe analysis in ANSYS
I'm working with ANSYS. For performing my analysis I use from antype,4,rest,,,continue to continue the analysis from previous load steps. During my solve I should change the contact keyopt so I go from /solu part to /prep7 part. When I come back to /solu part and set analysis as antype,4,rest,,,continue the changes that I had applied for contact elements in /prep7, ignores. How I change contact statues or element key options during a solve hat use from continue option for solving.
Nodal Stresses
Hi all