Rajan Khadka

3 Questions 4 Answers 0 Followers

Questions related from Rajan Khadka

How can I avoid (what's the possible reason of) post-buckling behavior in numerical simulation?

The structure under study is a steel-concrete composite box girder. Below is the figure for load-displacement curve I obtained from experiment and FE analysis using ABAQUS. The curves as well as...

12 December 2018 2,867 3 View

What can be done to reduce the stiffness at earlier stage (elastic stage) of FE analysis in ABAQUS?

I have modeled a steel-concrete composite box girder in ABAQUS using following element type: Steel box girder- S4R, Shear Connector(Stud)- C3D8R, Concrete Slab- C3D8R, reinforcement- T3D2 I have...

10 October 2018 785 4 View

How to calculate bending moment from load-strain data?

I have done an experiment on a continuous composite slab and have acquired displacement and strain data at different section. Now I want to calculate maximum bending moment capacity of it. The...

10 October 2018 9,531 11 View