Elastic Distortional Buckling Analysis of I-Steel Concrete Composite Beam Considering Shear Deformation

DOI10.1142/S0219455415500455zbMath1359.74115OpenAlexW1869034892MaRDI QIDQ2972552

Fan Kong, Wang-Bao Zhou, Lizhong Jiang, Shujin Li

Publication date: 7 April 2017

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455415500455

zbMATH Keywords

shear deformationdistortional bucklingelastic-foundation beam methodlateral restraint stiffnessrotational restraint stiffnesssteel concrete composite beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Cites Work

• Fluid conveying pipe with shear and compressibility
• Thermal buckling of functionally graded skew and trapezoidal plates with different boundary conditions using the element-free Galerkin method
• ELASTIC LATERAL AND RESTRAINED DISTORTIONAL BUCKLING OF DOUBLY SYMMETRIC I-BEAMS
• MESHFREE GALERKIN KRIGING MODEL FOR BENDING AND BUCKLING ANALYSIS OF SIMPLY SUPPORTED LAMINATED COMPOSITE PLATES
• ELASTIC RESTRAINED DISTORTIONAL BUCKLING OF STEEL-CONCRETE COMPOSITE BEAMS BASED ON ELASTICALLY SUPPORTED COLUMN METHOD
• Buckling and post-buckling of size-dependent piezoelectric Timoshenko nanobeams subject to thermo-electro-mechanical loadings
• Web Buckling and Ultimate Strength of Composite Plate Girders Subjected to Shear and Bending
• Buckling Analysis of Mindlin Plates Under the Green–Lagrange Strain Hypothesis

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