Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stiffness matrix for plates by Galerkin's method
Master stiffness matrix is derived from biharmonic plate equation; application of Galerkin's method to biharmonic plate equation results in system of algebraic equations; these equations contain area integrals which must be evaluated over plate domain; critera are postulated for "best" plate elements and development of 18 degree-of-freedom plate element, conforming with these criteria, is outlined. (39934)
Stiffness matrix for plates by Galerkin's method
Master stiffness matrix is derived from biharmonic plate equation; application of Galerkin's method to biharmonic plate equation results in system of algebraic equations; these equations contain area integrals which must be evaluated over plate domain; critera are postulated for "best" plate elements and development of 18 degree-of-freedom plate element, conforming with these criteria, is outlined. (39934)
Stiffness matrix for plates by Galerkin's method
ASCE J Struct Div
Szabo, B.A. (Autor:in) / Lee, G.C. (Autor:in)
1969
15 pages
Aufsatz (Zeitschrift)
Englisch
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Static analysis of superelliptical clamped plates by Galerkin's method
| Elsevier | 2007
Static analysis of superelliptical clamped plates by Galerkin's method
| Online Contents | 2008