A corotational formulation for large displacement analysis of functionally graded sandwich beam and frame structures

DOI10.1155/2016/5698351zbMath1400.74061OpenAlexW2465467176WikidataQ59131666 ScholiaQ59131666MaRDI QIDQ1793328

Dinh Kien Nguyen, Thi Thom Tran

Publication date: 12 October 2018

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2016/5698351

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (3)

A corotational formulation based on Hamilton's principle for geometrically nonlinear thin and thick planar beams and frames ⋮ Dynamic analysis of functionally graded Timoshenko beams in thermal environment using a higher-order hierarchical beam element ⋮ Nonlinear bending of elastoplastic functionally graded ceramic-metal beams subjected to nonuniform distributed loads

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• A TIMOSHENKO BEAM ELEMENT FOR LARGE DISPLACEMENT ANALYSIS OF PLANAR BEAMS AND FRAMES
• An arc-length method including line searches and accelerations
• Nonlinear finite element analysis of elastic frames
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