Results 101 to 110 of about 14,367 (163)
Study on the Flexural Deformation Behavior of High-Titanium Heavy-Slag Concrete Composite Beams: Material Application, Experimental Investigation, and Theoretical Refinement. [PDF]
Sun J +7 more
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Digital Image Correlation-Based Investigation of the Shear Performance of Connection Systems of Assembled Bamboo Scrimber-Lightweight Concrete Composite Beams. [PDF]
Wang Z, Wang F, Liu H.
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Experimental Research on Fatigue Behavior of Reinforced UHPC-NC Composite Beams under Cyclic Loading. [PDF]
Wang J, Ji W, Li W, Zhao T.
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Performance of angle shear connectors for U-shaped steel concrete infilled composite beams. [PDF]
Haroon M +4 more
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Advances in composite beams with web openings and composite cellular beams
Journal of Constructional Steel Research, 2020Abstract In the last two decades, civil construction has used steel elements to compose the structural framework. The use of composite elements of steel and concrete in multi-storey buildings has been gaining market share in several countries, mainly due to the possibility of reducing the height of the building, the structure's own weight and the ...
CARLOS Humberto Martins +2 more
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Nonlinear Composite Beam Theory
Journal of Applied Mechanics, 1988The modeling of naturally curved and twisted beams undergoing arbitrarily large displacements and rotations, but small strains, is a common problem in numerous engineering applications. This paper has three goals: (1) present a new formulation of this problem which includes transverse shearing deformations, torsional warping effects, and elastic ...
Bauchau, Olivier, Hong, C.H.
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Sensitivity Of Bonded And Composite Beams
Journal of Sound and Vibration, 1994Abstract In this paper the sensitivity of the modal damping and natural frequencies of adhesively bonded and composite beams to small pre-deformations is investigated. Originally, a set of experiments was conducted on adhesively bonded beams in order to assess the extent to which damping could be influenced by the joint's location.
Kim, N.-E., Griffin, J. H.
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Journal of the Structural Division, 1965
Numerical calculations are presented to describe the behavior of a composite beam in which the concrete slab does not predominate and the neutral axis of the transformed section is well into the steel section. The general behavior of such a beam is examined and some inadequacies of the present code illustrated.
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Numerical calculations are presented to describe the behavior of a composite beam in which the concrete slab does not predominate and the neutral axis of the transformed section is well into the steel section. The general behavior of such a beam is examined and some inadequacies of the present code illustrated.
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Finite twist of composite beams
Meccanica, 1988zbMATH Open Web Interface contents unavailable due to conflicting licenses.
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