Bimal Bhandari

5 Questions 5 Answers 0 Followers

Questions related from Bimal Bhandari

Can we model the Masonry system with steel plates or other interventions( timber, rc jackets etc) in SAP2000?

I am modeling the Masonry building in SAP 2000 as a solid element. I have modeled the interventions such as Steel plates as a linear element over the solid masonry element.And to some extent the...

05 May 2018 6,608 4 View

Restart error in ABAQUS -"Amplitude curve with name abc has been defined previously.This amplitude cannot be redefined".How do we solve this error?

Modeling and analysis of steel connections for time history analysis.

09 September 2017 7,001 5 View

How do we extract the sectional forces in any solid sections in each time increment in ABAQUS?

I am trying to obtain the bolt forces in the end plate steel bolted connections after the monotonic and cyclic analysis.Perhaps, it is done using the free body cut but I could not work it out.

08 August 2017 4,431 0 View

How to solve the ABAQUS ERROR " TOO many attempts made for this increment" ?

I am analysing the steel end plate connections in ABAQUS.I have used surface-surface contact formulation and heaxahedral elements for meshing.And my increment = 50 Initial increment = 0.1 Minimum...

06 June 2017 6,585 12 View

How do we determine the kinematic hardening parameters to input in ABAQUS?

I am modeling the steel connections in ABAQUS to study its cyclic behavior.I have adopted combined hardening model for which it requires kinematic hardening parameter,C1,Gamma 1 etc.

06 June 2017 3,340 7 View