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A two-field mixed variational principle for partially connected composite beams.

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Publication:5958741
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DOI10.1016/S0168-874X(01)00076-2zbMath1103.74366OpenAlexW2059770953MaRDI QIDQ5958741

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Publication date: 3 March 2002

Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0168-874x(01)00076-2


zbMATH Keywords

Variational principlesComposite beamsMixed formulation


Mathematics Subject Classification ID

Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).


Related Items (5)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Linear analysis and simulation of interfacial slip behaviour for composite box girders ⋮ Inelastic analysis of semi-infinite foundation elements ⋮ Static analysis of composite beams with weak shear connection ⋮ A trigonometric analytical solution of simply supported horizontally curved composite I-beam considering tangential slips




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