A geometrically nonlinear theory for laminated anisotropic thin-walled beams

DOI10.1016/0020-7225(94)00118-4zbMath0899.73199OpenAlexW2080036313MaRDI QIDQ1385658

K. Bhaskar, Liviu Librescu

Publication date: 15 November 1998

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7225(94)00118-4

Mathematics Subject Classification ID

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

Related Items

Geometrical nonlinear analysis of thin-walled composite beams using finite element method based on first-order shear deformation theory ⋮ STABILITY AND VIBRATION ANALYSIS OF NON-PRISMATIC THIN-WALLED COMPOSITE SPATIAL MEMBERS OF GENERIC SECTION ⋮ Generalized variational principle of dynamic analysis on naturally curved and twisted box beams for anisotropic materials

Cites Work

• A Vlasov theory for fiber-reinforced beams with thin-walled open cross sections
• Nonlinear analysis of thin walled bars of open cross-section
• Torsional-flexural waves in thin-walled open beams
• Simplified theory for composite thin-walled beams

This page was built for publication: A geometrically nonlinear theory for laminated anisotropic thin-walled beams