Recent content by Susmita Ghimire

Thank you very much. I checked it and saw that we can input cohesion in terms of shear as shear (cohesion) yield stress but my output is not correct.

I am simulating soil-pile model in ABAQUS. For soil I need to input Drucker-prager failure criteria and the parameters given are: E= 20Mpa Soil unit wt. = m11.8Kn/m3 Poisson's ratio = 0.45 Cohesion = 34Kpa friction angle = 16.5degree dilation angle = 16.5 degree shear wave velocity = (60-1200...

Thank you very much :)

Thank you very much. As you said you can share the code written for wxMaxima, can I please see it. I was also thinking to create a table in excel and then import in the form of tabular data.

Thank you very much for your response but I am not able to open ABAQUS documentation to search these codes. You mean I should write the codes in input file of ABAQUS by myself?

How can we increase the number of cycles in periodic amplitude in ABAQUS as it is giving only 3cycle for every frequency range. I want to plot up to 3 sec for every frequency starting from 2pi to 20pi .