Improved torsional analysis of laminated box beams

Kim, Namil; Lee, Jae Hong

doi:10.1007/s11012-012-9672-9

Cited by 3 publications

(1 citation statement)

References 24 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The most well-known advantages of these materials are high stiffness-to-weight and strength-to-weight ratios, low thermal expansion, enhanced fatigue life and good corrosive resistance. In addition to their extensive use in practice, the available literatures indicate that a large number of studies have been conducted to analyse behaviours of these materials [1][2][3] in which thin-walled composite and functionally graded (FG) sandwich structures have been considered ( [4][5][6][7][8][9][10][11]). One of the first thin-walled beam theories have been presented by Vlasov [12] and Gjelsvik [13].…”

Section: Introductionmentioning

confidence: 99%

Vibration and buckling behaviours of thin-walled composite and functionally graded sandwich I-beams

Nguyen

et al. 2019

Composites Part B: Engineering

View full text Add to dashboard Cite

The paper proposes a Ritz-type solution for free vibration and buckling analysis thinwalled composite and functionally graded sandwich I-beams. The variation of material through the thickness of functionally graded beams follows the power-law distribution.The displacement field is based on the first-order shear deformation theory, which can reduce to non-shear deformable one. The governing equations of motion are derived from Lagrange's equations. Ritz method is used to obtain the natural frequencies and critical buckling loads of thin-walled beams for both non-shear deformable and shear deformable theory. Numerical results are compared to those from previous works and investigate the effects of fiber angle, material distribution, span-to-height's ratio, and shear deformation on the critical buckling loads and natural frequencies of thin-walled I-beams for various boundary conditions.

show abstract