Composite beams with weak shear connection

DOI10.1016/S0020-7683(00)00369-3zbMath0987.74043OpenAlexW2093799041MaRDI QIDQ5939103

Andrea Dall'asta

Publication date: 29 July 2001

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(00)00369-3

zbMATH Keywords

bendingtorsionbalance equationscomposite beamsflexible connectioninterface sliprectangular box sectionvirtual work principleweak shear connection

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30)

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Linear analysis and simulation of interfacial slip behaviour for composite box girders ⋮ A trigonometric analytical solution of simply supported horizontally curved composite I-beam considering tangential slips

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