For the 4node plane strain finite element, finite element computation yields the displacements at the nodes as
Question:
For the 4node plane strain finite element, finite element computation yields the displacements at the nodes as follows: \(\left\{u_{1}, v_{1}, u_{2}, v_{2}, u_{3}, v_{3}, u_{4}, v_{4}\right\}=\{-1,0,-1,0,0,1,0\), \(1\} \times 10^{-4}\). The connectivity table is as shown in the table.
The local and global node numbering are shown in the physical and parametric spaces, respectively, in the figure above.
a. Where is the point \((s, t)=(0.0,0.0)\), located in the global \((x, y)\) coordinates?
b. Determine the Jacobian matrix for this element.
c. Find the derivate of \(u\) with respect to \(x\) and \(y,(\partial u / \partial x, \partial u / \partial y)\) at the centroid.
Step by Step Answer:
Introduction To Finite Element Analysis And Design
ISBN: 9781119078722
2nd Edition
Authors: Nam H. Kim, Bhavani V. Sankar, Ashok V. Kumar