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.!