Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. Shubham Tiwari

    Query to reset the displacements/strain to zero

    I am trying to simulate a time history analysis of a retaining wall along with foundation and backfill soil. I have already carried out the static analysis and consequently importing the statically generated stresses via predefined field option. Before performing the time history analysis, I...
  2. Shubham Tiwari

    Replication of Equivalent Linear model of Deepsoil in Abaqus

    I am trying to replicate the equivalent linear analysis in Abaqus. In case of Deepsoil we need to provide G/Gmax and damping ratio with respect to strain curves in Abaqus software and carry out the time history analysis. I am currently having G/Gmax and Damping ratio curves. Can u please tell me...
  3. Shubham Tiwari

    How to get maximum stresses from all time frames after performing seismic analysis in Abaqus

    I have analyzed a gravity retaining wall model with foundation and backfill soil providing seismic motion at the base of the foundation soil. I want to get the maximum stresses acting on the wall from all time frames after performing seismic analysis. How can I get the maximum stresses??
  4. Shubham Tiwari

    how to perform seismic analysis in retaining wall in abaqus

    I am sharing my .inp file. Here I have kept both static and seismic steps in same file. But I am writing my problem again for your reference- Actually I have made the model by providing infinite elements, what I want to do is after displacing the wall for 40mm displacement due to gravity loading...
  5. Shubham Tiwari

    how to perform seismic analysis in retaining wall in abaqus

    I am using Dynamic Implicit step for Earthquake motion. So the problem is I want to apply seismic loading to my model at the base of foundation soil after the wall has been displaced in static condition. If I am providing the dynamic implicit step just after the active condition(i.e., giving...
  6. Shubham Tiwari

    how to perform seismic analysis in retaining wall in abaqus

    I am unable to perform seismic analysis on gravity retaining wall model consisting of wall, backfill and foundation soil with infinite elements in backfill and foundation soil. I want to provide earthquake motion to the same model which I have run for static analysis and got the stresses...

Part and Inventory Search