Flexural Behavior of Fiber-Reinforced Self-Stressing Concrete T-Shaped Composite Beams
Advances in Civil Engineering, 2020 Given the excellent crack resistance performance of steel fiber-reinforced self-stressing concrete (SFRSSC), the bending performance of some composite beams with SFRSSC laminated layers was studied.
Boxin Wang, Ruichang Fang, Qing Wang
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Frontiers in Materials, 2022 This work studies the improvement in the inelastic mechanical property of steel-concrete composite beams strengthened by carbon-fiber-reinforced polymer (CFRP) laminates under a negative moment.
Aiming Song +3 more
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Continuity development between precast beams using prestressed slabs, and its effect on flexure and shear [PDF]
, 1989 Development of continuity between precast prestressed bridge girders by post-tensioning the insitu top slab In the regions of hogging moment is a relatively new technique which forms the basis for this research study.
Jayanandana, Aluthjage Don Chandrathilaka
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Geometrically nonlinear analysis of thin-walled composite box beams [PDF]
, 2008 A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups under various types of loadings has been presented by using variational formulation based on the classical lamination theory.
Lee, Jaehong +3 more
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Prediction of Post-Yield Performance of Hybrid Precast Beams Based on Strength Degradation
Applied Sciences, 2021 In this study, the post-yield load-displacement relationships of precast composite beams with various boundary conditions were predicted based on strength degradation data.
Won-Kee Hong, Gyun-Taek Lim
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Axial-flexural coupled vibration and buckling of composite beams using sinusoidal shear deformation theory [PDF]
, 2013 A finite element model based on sinusoidal shear deformation theory is developed to study vibration and buckling analysis of composite beams with arbitrary lay-ups.
Thai, Huu-Tai, Inam, Fawad, Vo, Thuc
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On triply coupled vibrations of axially loaded thin-walled composite beams [PDF]
, 2010 Free vibration of axially loaded thin-walled composite beams with arbitrary lay-ups is presented. This model is based on the classical lamination theory, and accounts for all the structural coupling coming from material anisotropy.
Lee, Jaehong, Vo, Thuc, Lee, Kihak
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Vibration and buckling of thin-walled composite I-beams with arbitrary lay-ups under axial loads and end moments [PDF]
, 2013 A finite element model with seven degrees of freedom per node is developed to study vibration and buckling of thin-walled composite I-beams with arbitrary lay-ups under constant axial loads and equal end moments.
Lee, Jaehong, Vo, Thuc
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The Response of Reinforced Concrete Composite Beams Reinforced with Pultruded GFRP to Repeated Loads
Journal of Engineering, 2023 This paper investigates the experimental response of composite reinforced concrete with GFRP and steel I-sections under limited cycles of repeated load. The practical work included testing four beams. A reference beam, two composite beams with pultruded
Teghreed H. Ibrahim , Abbas A. Allawi
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Geometrically nonlinear theory of thin-walled composite box beams using shear-deformable beam theory [PDF]
, 2010 A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups under various types of loadings is presented. This model is based on the first-order shear deformable beam theory, and accounts for all the structural ...
Lee, Jaehong, Vo, Thuc
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