An approach to the optimization of thin-walled cantilever open section beams
نویسندگان
چکیده
منابع مشابه
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In this paper we present an asymptotic analysis of the three-dimensional problem for a thin linearly elastic cantilever Ωε = ωε × (0, l) with rectangular cross-section ωε of sides ε and ε 2, as ε goes to zero. Under suitable assumptions on the given loads, we show that the threedimensional problem converges in a variational sense to the classical one-dimensional model for extension, flexure and...
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ژورنال
عنوان ژورنال: Teorijska i primenjena mehanika
سال: 2007
ISSN: 1450-5584,2406-0925
DOI: 10.2298/tam0704323a