Geometric non linearity question from Crisfield's book
Hi,
I am reading the book on-Non linear finite element analysis by M.A.Crisfield-as some of you know(as I've posted questions earlier too),it's more of a self study that I am doing-I have got some fundamental questions in chapter 3-the topic on:
Section 3.3 A Truss element based on Green's strain.
Basically the author has divided into 3 sections wherein we have:
Section 3.3.1 Geometry and stress strain relationships
Section 3.3.2 Equilibrium and internal force vector
Section 3.3.3 The tangent stiffness matrix