A computational approach for analysis and optimal design of FRP beams

DOI10.1016/S0045-7949(98)00154-0zbMath0958.74049OpenAlexW2019746128MaRDI QIDQ4937335

Pizhong Qiao, Julio F. Davalos

Publication date: 9 April 2001

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7949(98)00154-0

zbMATH Keywords

laminated box beamcritical buckling loadsTsai-Hill failure criterionfiber volume fractionply stiffnessescomputer program FRPBEAMfiber-reinforced plastic beamsfirst-ply-failure loadsmacro-mechanics analysespultruded I-beamsRayleigh-Ritz stability method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Optimization problems in solid mechanics (74P99)

Related Items (1)

EXPLICIT LOCAL BUCKLING ANALYSIS OF ROTATIONALLY RESTRAINED COMPOSITE PLATES UNDER BIAXIAL LOADING

This page was built for publication: A computational approach for analysis and optimal design of FRP beams