During the
assembly of the global stiffness matrix (K), local stiffnesses are
numerically integrated in the
parent coordinate (the polynomial is a function of s). This is better illustrated by considering the following element:
which sits in a normalised system that varies between -1 and +1. This requires to be mapped to the
actual element coordinate (change to a function of x):
This mapping requires the use of Jacobian matrix (J), which is commonly used for coordinate transformation in mathematics.
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