02 February 2017 3 9K Report

Hi,

I am new to abaqus. I am modelling a steel cantilever beam under impact loading in abaqus.

I used solid-homogeneous as my section. I created a step "Dynamic-Explicit"(time period=0.01), Initial velocity of hammer 1000m/s. I ran the simulation and I got results. 

Now, I wanted to create an elastic foundation with stiffness=15Mpa, under my beam. 

what should I do? 

Can someone help me with my question? I am stuck.!

Similar questions and discussions