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Hi,
I am learning Abaqus to model sandwich composite struture. If anyone has done that or has any tutorial for that, then please share.
Also I want to refer mathematical formulation of sandwich plates for dynamic stability analysis, please share.
Thanks,
Vinay
IIT Delhi
DEAR MECHANICAL ENGINEERS
Iam relatively new ansys user and I want to apply spectrum wave (pierson moskowitz theory). I know to apply this load on ansys13 kwave 5 through 7 must be activated but when I was trying that only four theories are available,So how I can define kwave for example irregular wave (kwave =5) in ansys ABDL?
in advance thanks
Dear collages,
I'm trying to develop a non-linear analysis. I want to model a foundation as a shell, and I want to consider the stiffness of the soil (but I have to define also that the stiffness in traction is = 0, and in compression is equal to the Winkler module). I want to develop this model in ABAQUS software. Could anyone help to me?
Thank you very much.
Regards,
Juan José
Looking for a possible solution of a problem with external axial friction moment on a shear bolt.I tried to get literatures related with this type of combined loading,but not succeed much.If u can help me it would be great!
Sir,
I am new to abaqus software. How can i import a subroutine file into abaqus software.while running a .inp file added to job it asks for a sobroutine file.while editing the job file in general tab there is an option to include a subroutine file but while selecting a .f file to it. it asks for importing a .for or .obj file . what can i do now. I am studying about heat generations due to friction in contacts .the .inp file i imported into job is ufricxxy.inp and .f file is ufricxxy.f from help .please help me in solving these problems.
I work for an optics company and many of its products contain lenses that are bonded together with a very thin (~0.010mm) UV curing adhesive (Norland Adhesives NOA61 is the most common). Up until recently we have never had any issues with the strength of the bond. However we have recently had a particular design fail during a temperature cycle so I am tasked with looking at why, and how to keep it from happening in the future. The temperature range isn't too scary, -40 to +85C.
Hello all, I am currently trying to model dynamic impact loading
on a wall with lusas and I can't seem to find a way around it. Any ideas on how
to do this?
Thanks
Sir.
I am a research scholar and I am working simulation on 2 D crack prapogation I need how it would creat on ANSYS and ABAQUS software If you have any specific information about this kindly send for that thing kindly send me. My mail id is vineetrose [at] gmail.com (vineetrose[at]gmail[dot]com)
Thanks
I need to calculate the height of hydraulic fracture using P3D and the width in the vertical direction. The width in the lateral direction is computed by displacement discontinuity method. These two widthes are totally different calculated by my coding. Please give me some advice.
