G. N. Pande, J. Middleton. are obtained by solving the linear algebraic system [5 7]{:}aquot;{:}- where 9r dr T dc dc . , K=oV q=-ala#39; * = 6V s=aAa#39; (5) and all known quantities! are evaluated ... The nxn matrix K is the Jacobian matrix of (l); this is also called the tangent stiffness matrix in structural mechanics. ... The solution procedures described below make use of auxiliary systems of equations to achieve that goal.
Title | : | Transient/dynamic analysis and constitutive laws for engineering materials |
Author | : | G. N. Pande, J. Middleton |
Publisher | : | Kluwer Academic Pub - 1987-01 |
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