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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.37 No.6
- 발행연도
- 2020.1
- 수록면
- 733 - 740 (8page)
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초록· 키워드
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The subject of the paper pertains to simply supported beams with bisymmetrical cross sections under three-point bending with consideration of the shear effect. The deformation of a planar cross section of the beam is described taking into account the assumed nonlinear hypothesis-theory. Two differential equations of equilibrium are obtained based on the principle of stationary potential energy. This system is analytically solved and the shear coefficients and deflections of the beams are derived. Moreover, the Young’s modules of the materials and deflections of the beams are experimentally determined on a test stand. The results of the studies are specified in tables and compared.
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참고문헌 (26)
참고문헌 신청
Vítězslav Adámek / 2018 / The limits of Timoshenko beam theory applied to impact problems of layered beams / International Journal of Mechanical Sciences 145:128~137
M. Adil Dar / 2020 / Flexural Strength of cold-formed steel built-up composite beams with rectangular compression flanges / Steel and Composite Structures, An International Journal 34(2):171~188
M. Adil Dar / 2020 / Efficient cross-sectional profiling of built up CFS beams for improved flexural performance / Steel and Composite Structures, An International Journal 34(3):333~345
M. Amirpour / 2016 / Analytical solutions for elastic deformation of functionally graded thick plates with in-plane stiffness variation using higher order shear deformation theory / Composites Part B: Engineering 94:109~121
André Teófilo Beck / 2011 / Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach / Structural Safety 33(1):19~25
M. Adil Dar / 2020 / Flexural Strength of cold-formed steel built-up composite beams with rectangular compression flanges / Steel and Composite Structures, An International Journal 34(2):171~188
M. Adil Dar / 2020 / Efficient cross-sectional profiling of built up CFS beams for improved flexural performance / Steel and Composite Structures, An International Journal 34(3):333~345
M. Amirpour / 2016 / Analytical solutions for elastic deformation of functionally graded thick plates with in-plane stiffness variation using higher order shear deformation theory / Composites Part B: Engineering 94:109~121
André Teófilo Beck / 2011 / Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach / Structural Safety 33(1):19~25
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