Results 251 to 260 of about 320,565 (311)
Numerical Research on Supporting Component Defect Detection of Aramid Composite Honeycomb Structure by THz-TDS System. [PDF]
Sensors (Basel)Liu P, Li X, Liu Y, Zhu L.
europepmc +1 more source
Some of the next articles are maybe not open access.
Related searches:
Related searches:
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.
openaire +2 more sources
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
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, 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 ...
Felipe Piana Vendramell Ferreira +2 more
openaire +1 more source
Finite twist of composite beams
Meccanica, 1988zbMATH Open Web Interface contents unavailable due to conflicting licenses.
openaire +2 more sources
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
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
1998
Beams are autonomous or secondary load bearing members of many structures. They are used extensively in the formation of linkages, shafts and frames and as reinforcements on plate and shell panels. They are also used in robotics and high speed machinery.
Lazarus Teneketzis Tenek, John Argyris
openaire +1 more source
Beams are autonomous or secondary load bearing members of many structures. They are used extensively in the formation of linkages, shafts and frames and as reinforcements on plate and shell panels. They are also used in robotics and high speed machinery.
Lazarus Teneketzis Tenek, John Argyris
openaire +1 more source
Journal of Structural Engineering, 1993
It is now common practice to use cold‐formed steel decks consisting of profiled sheets both as permanent formwork for the support of the soffits of reinforced concrete slabs and also as part of the tension steel in the composite profiled slab that is formed after the concrete has hardened.
openaire +1 more source
It is now common practice to use cold‐formed steel decks consisting of profiled sheets both as permanent formwork for the support of the soffits of reinforced concrete slabs and also as part of the tension steel in the composite profiled slab that is formed after the concrete has hardened.
openaire +1 more source
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.
openaire +1 more source
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.
openaire +1 more source