Results 151 to 160 of about 146,236 (214)

Behavior of an Advanced Bolted Shear Connector in Prefabricated Steel-Concrete Composite Beams. [PDF]

open access: yesMaterials (Basel), 2019
Chen J   +8 more
europepmc   +1 more source

Nonlinear Composite Beam Theory

Journal of Applied Mechanics, 1988
The 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.
openaire   +2 more sources

Elastic composite beams

Computers & Structures, 1996
Abstract In this paper, an application of the model of the analog-beam for the analysis of composite beams is presented for the case of a simply-supported beam with a uniformly distributed load. These beams are composed of an upper slab and a lower beam, connected at the interface by shear transmitting studs.
Betti, R., Gjelsvik, A.
openaire   +2 more sources

Advances in composite beams with web openings and composite cellular beams

Journal of Constructional Steel Research, 2020
Abstract 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 ...
Felipe Piana Vendramell Ferreira   +2 more
openaire   +1 more source

Finite twist of composite beams

Meccanica, 1988
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
openaire   +2 more sources

Composite Beams in Torsion

Journal of the Structural Division, 1972
The experimental behavior of four 12 WF 27 sections in composite action with a reinforced concrete slab (2 in., 3 in., 4 in., 6 in. thick) by 36.0 in. wide, subjected to only an end torque is presented. The beams were tested with end supports pinned-pinned and fixed-pinned.
Conrad P. Heins, John T. C. Kuo
openaire   +1 more source

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