A general method for designing non-symmetrical composite steel and concrete columns

Autor:	Paulo Henrique Lubas, Valdir Pignatta Silva
Jazyk:	angličtina
Předmět:	composite columns design general method Strain Compatibility Method fiber element method Newton-Raphson Mining engineering. Metallurgy TN1-997 Engineering (General). Civil engineering (General) TA1-2040
Zdroj:	REM: International Engineering Journal, Vol 69, Iss 3, Pp 273-279
Druh dokumentu:	article
ISSN:	2448-167X 0370-4467
DOI:	10.1590/0370-44672014690143
Popis:	Abstract The study of non-symmetrical composite columns is complex and European and North American standards only approach this issue superficially. In this text, a new proposal is presented for non-symmetrical composite column design subject to biaxial bending and axial compression, based on the compatibility of the deformation method, which considers the nonlinearity of the material with constitutive models according to Brazilian standards and geometric nonlinearity, as well as the equilibrium of the column in the displaced position. As a strategy for solving the general method, use is made of the "fiber element method", and for solving problems involving nonlinear equilibrium equations, the Newton-Raphson method.
Databáze:	Directory of Open Access Journals
Externí odkaz:	https://doaj.org/article/cb0325912eb8485e8c0898113ee07b6f Zobrazit plný text záznamu View record in DOAJ Plný text ve formátu PDF