An experimental investigation of the shear strengths of composite plate girders, with rectangular web cut-outs is described. The tests indicate that if adequate tension connectors are provided between the plate girder and composite concrete slab, the shear strength of the composite girder would be ...
K. Basler Strength of plate girders in shear J. Struct. Div., 87 (7) (1961), pp. 151-180 CrossrefGoogle Scholar [17] S.H. Pham, C.H. Pham, G.J. Hancock Experimental study of shear strength of cold-formed channels with an aspect ratio of 2.0 J. Constr. Steel Res., 149 (201...
Evaluates the ultimate strength of plate girders under bending and shearing as well as combined bend/shear loads Provides fundamental theories, simple formulas, and analytical methods such as Finite Element Method or Smith's Method to simulate and evaluate buckling/plastic collapse behavior and strength...
作者: OF Kharoob 摘要: This paper reports on a finite-element investigation conducted to study lateral torsional buckling of steel plate girders with a tubular compression flange. A parametric study was carried out on simply supported girders subjected to uniform bending by considering the radius ...
unstiffened plate with shear ...12 Buckling of unstiffened biaxially loaded plates with shear...12 Buckling of unstiffened plates with varying longitudinal stress. Internal compression elements...13 Buckling of outstand compression elements...14 Buckling of unstiffened plates with varying transverse st...
Ultimate Shear Resistance of Non-rigid End Post Steel Plate Girders Chapter © 2024 References American Iron and Steel Institute (1996).Specification for the Design of Cold-Formed Steel Structural Members, Washington, D.C. American Iron and Steel Institute (1986).Specification for the Design of...
6.9 Buckling of unstiffened plate with longitudianal and transverse varying stress and with shear stress ...14 7 Buckling of stiffened plates ...16 7.1 General...16 7.2 Forces in the idealised stiffened plate...16 7.3 Effective plate width......
Dusicka, P., Itani, A. M., and Buckle, I. G. (2010). “Cyclic behavior of shear links of various grades of plate steel.”Journal of Structural Engineering, 136(4), pp. 370–378. Google Scholar Dusicka, P. and Lewis, G. (2010). “High strength steel bolted connections with fil...
Currently, I-section steel plate girders (IPGs), fabricated from flange and web plates in addition to transverse stiffeners, are generally the basic structural elements in modern bridge construction. However, to design cost-effective steel bridges that take advantage of high flexural and shear stren...
Ultimately, the ultimate shear strength under fully reversed cyclic stress has become predictable. The predicted behaviour is useful for the future application of perfobond shear connectors. Introduction Recently, steel and concrete composite structures are being investigated intensively in the field of ...