Explicit eight-noded quadrilateral elements

Autor: K. E. Barrett
Rok vydání: 1999
Předmět:
Zdroj: Finite Elements in Analysis and Design. 31:209-222
ISSN: 0168-874X
DOI: 10.1016/s0168-874x(98)00067-5
Popis: Conditions under which it is possible to determine exact integrals for stiffness matrix entries for an eight-noded isoparametric plane strain element are investigated. Considerable use has been made of the algebraic manipulation language MAPLE in obtaining the results. For the eight-noded quadrilateral the determinant of the Jacobian is a complete cubic plus a single quartic term. Exact integration of the stiffness matrices can be performed when the determinant of the Jacobian becomes a single linear factor or a product of linear factors. Such decompositions can be related to the geometry of the element in some cases. If accurate stiffness entries are to be found, 3×3 rather than 2×2 Gauss integration rules should be used.
Databáze: OpenAIRE