Prediction of global buckling loads of doubly symmetric pultruded FRP columns subjected to concentric compression

DOI10.1002/zamm.201700277OpenAlexW2925033332WikidataQ128209630 ScholiaQ128209630MaRDI QIDQ6183596

Yang Zhan, Gang Wu

Publication date: 4 January 2024

Published in: ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/zamm.201700277

zbMATH Keywords

closed-form solutionsnumerical simulationsprediction accuracydoubly symmetric PFRP columnsglobal buckling loads

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Cites Work

• Buckling of moderately thick orthotropic columns: Comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae

This page was built for publication: Prediction of global buckling loads of doubly symmetric pultruded FRP columns subjected to concentric compression