Static analysis of composite beams with weak shear connection

DOI10.1016/J.APM.2010.10.006zbMath1217.74067OpenAlexW2088411535MaRDI QIDQ552406

István Ecsedi, Attila Baksa

Publication date: 21 July 2011

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2010.10.006

zbMATH Keywords

interlayer slipshear connectiontwo-layered beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Random materials and composite materials (74A40)

Related Items (4)

A special case of parametrically excited systems: free vibration of delaminated composite beams ⋮ Electromechanical analysis of a piezoelectric semiconductor bilayer system with imperfect interface ⋮ Variational principles for bending and vibration of partially composite Timoshenko beams ⋮ Analytical solution of deformations for two-layer Timoshenko beams glued by a viscoelastic interlayer

Cites Work

• A Laminated Beam Theory With Interlayer Slip
• A two-field mixed variational principle for partially connected composite beams.

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