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Common terms and phrasesapplied approximate arbitrary assume base vectors beam bending body force boundary conditions called Cartesian coordinates components computational configuration consider constant constitutive equations contravariant coordinate system corresponding covariant curve defined in Eq deformation degrees-of-freedom denote derived discussed displacement domain elastic element matrices entropy equation of motion field variables finite element method formulation given in Eq global gradient heat Hence Hooke's law hybrid incompressible increment infinitesimal isotropic Lagrangian linear linear elastic load material matrix metric tensor modulus nodes nonlinear normal obtain parameter plane strain plane stress plastic plate Poisson's ratio polynomial potential problem quadratic quadrilateral respectively rigid rotation satisfy shape functions shear strain shell shown in Fig solution solved strain energy strain tensor stress tensor stress-strain surface tractions symmetric temperature theorem theory tion transformation undeformed unit vanish variational principles velocity viscoelastic wave yield surface zero Popular passagesPage 890 - Approximate Analysis of Structures in the Presence of Moderately Large Creep Deformations," Quarterly of Applied Mathematics, Vol. Page 904 - YK CHEUNG, IP KING and OC ZIENKIEWICZ, 'Slab bridges with arbitrary shape and support conditions — a general method of analysis based on finite elements'. Page 876 - JA (eds.), Injury and Repair of the Musculoskeletal Soft Tissues. Park Ridge, IL: American Academy of Orthopaedic Surgeons, 1988;134-135. References to this bookFrom other books
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