I am trying to make a program that solves elasticity problems with finite element method and
I don't understand how to bring in boundary conditions.
Constant displacement boundary conditions seem simple: replace variables that represent the displacements at surface nodes with the prescribed...
I'm looking at project investigating thermal dissiplation around circular and square concrete piles, resting in a homogeneous material (soil) using two-dimensional finite element analysis.
I'm applying a transient thermal loading cycle to the centre of the concrete pile over a 7-day test...