A three-parameter elastic foundation model for interface stresses in curved beams externally strengthened by a thin FRP plate

DOI10.1016/j.ijsolstr.2009.12.017zbMath1193.74081OpenAlexW2079225171MaRDI QIDQ991661

Chao Zhang, Jialai Wang

Publication date: 7 September 2010

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

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2009.12.017

zbMATH Keywords

curved beamstrengtheninginterface debondinginterface stressadhesive jointfiber reinforced polymers (FRP)three-parameter elastic foundation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Plates (74K20) Composite and mixture properties (74E30)

Related Items (2)

A Kerr‐type elastic foundation model for the buckling analysis of a beam bonded on an elastic layer ⋮ Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications

Cites Work

• Bending of beams on three-parameter elastic foundation
• Interfacial stresses in curved members bonded with a thin plate
• Recent Developments Concerning Saint-Venant's Principle

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