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A platform for research: civil engineering, architecture and urbanism
Web crippling with bending and shear of thin-walled plate girders
AbstractEven the newest versions of different standards do not yet solve the title problem of this paper adequately for practical requirements. Based on the posterior analysis of 340 tests reported in the literature some empirical formulas are presented which considerably simplify the designer's routine work. They have been obtained by regression analyses and allow all influences on the ultimate strength of thin-walled plate girders subjected to concentrated loads to be considered explicitly.
Web crippling with bending and shear of thin-walled plate girders
AbstractEven the newest versions of different standards do not yet solve the title problem of this paper adequately for practical requirements. Based on the posterior analysis of 340 tests reported in the literature some empirical formulas are presented which considerably simplify the designer's routine work. They have been obtained by regression analyses and allow all influences on the ultimate strength of thin-walled plate girders subjected to concentrated loads to be considered explicitly.
Web crippling with bending and shear of thin-walled plate girders
Herzog, Max A.M. (author)
Journal of Constructional Steel Research ; 22 ; 87-97
1992-02-24
11 pages
Article (Journal)
Electronic Resource
English
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