Puran Sinha

6 Questions 2 Answers 0 Followers

Questions related from Puran Sinha

How to obtain the variation of bending moment along the depth of a pile subjected to lateral deflection using Abaqus?

I am analyzing a single pile under lateral deflection using Abaqus and would like to extract the bending moment distribution along the pile depth. Could anyone suggest the appropriate output...

last month 9,614 1 View

Why Unexpected Load–Displacement Curve Behavior When Using Kinematic Coupling at Top of Rigid Caisson in Abaqus?

Hi everyone, I’m working on a lateral displacement-controlled analysis of a rigid caisson embedded in soil using Abaqus/Standard. Previously, I applied the lateral load using a kinematic coupling...

21 July 2025 6,057 2 View

Why is PEEQ not available for clay or cap plasticity models in Abaqus?

I’m using a Modified Cam Clay (or Drucker–Prager Cap) model for clay in Abaqus, and I noticed that PEEQ (Equivalent Plastic Strain) is not available in the results. I understand PEEQ is common in...

16 July 2025 2,815 0 View

How can I resolve this warning in Abaqus? What does it actually mean?

There is zero VOL. FLUX everywhere in the model based on the default criterion. please check the value of the average VOL. FLUX during the current iteration to verify that the VOL. FLUX is small...

30 November 2024 2,259 1 View

How can I avoid gaps or overlaps between soil and pile in Abaqus during assembly?

I've used the cut and extrude options in the Parts module and the cut operation in the Assembly module. However, when I assemble the soil and pile, there are small gaps or overlaps at the...

15 October 2024 5,272 2 View

Why might I be observing hysteresis in my stress-strain curves when using the Mohr-Coulomb model, despite not applying dynamic loading?

While working on caisson foundation, I applied static vertical load

26 July 2024 9,688 1 View