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VECTORS AND MATRICES
The matrix element of arc and the element of area in the plane
The canonical form of a linear operator
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3X1 matrix a-axis applied force arbitrary area dSx c-axis Cartesian reference frame coefficients column vector compatibility relations complex number compression cylinder deformable medium denote derivatives diagonal elements diagonal matrix differential div0 divx elastically insensitive element of area elements of 17 energy of deformation equation equivalently Exercise final rectangular Cartesian follows force per unit formula given rotation Hence Hint hydrostatic pressure independent variables infinitesimal theory initial rectangular Cartesian initial stress isotropic Jacobian matrix linear combination linear function linear vector operator magnitude matrix element medium is elastically medium possesses multiplication non-singular obtain polar coordinates portion Vx principal axes R*TR rectangular Cartesian reference respect rotation matrix row vector second-order approximation second-order elastic constants shear Show simple shear square matrix stress matrix symmetric matrix tension theory of elasticity third-order elastic constants transpose unit initial area unitary matrix virtual deformation zero