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Free vibration analysis of variable stiffness laminated composite beams
Mechanics of Advanced Materials and Structures, 2020In this paper, the free vibration analysis of composite laminated beams reinforced with parabolic fibers are studied on the basis of the equivalent single layer theory (ESLT) using the isogeomtric analysis method.
Z. Kheladi +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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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.
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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.
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Hygrothermal Post-Buckling Analysis of Laminated Composite Beams
International Journal of Applied Mechanics, 2019The main goal in this paper is to make analysis of post-buckling of laminated composite beams under hygrothermal effect. In solution of problem, finite element method is utilized with the first shear beam theory.
Ş. Akbaş
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Finite twist of composite beams
Meccanica, 1988zbMATH Open Web Interface contents unavailable due to conflicting licenses.
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On thermo-mechanical vibration analysis of multi-scale hybrid composite beams
Journal of Vibration and Control, 2018This article is primarily organized to analyze the thermo-elastic vibrational characteristics of multi-scale hybrid composite beams according to a refined beam model.
F. Ebrahimi, A. Dabbagh
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Journal of thermal stresses, 2018
In this article, thermal buckling of laminated composite beams, based on hyperbolic refined shear deformation theory, presented for the first time, is formulated using the principle of minimum total potential energy.
M. Bouazza, N. Benseddiq, A. Zenkour
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In this article, thermal buckling of laminated composite beams, based on hyperbolic refined shear deformation theory, presented for the first time, is formulated using the principle of minimum total potential energy.
M. Bouazza, N. Benseddiq, A. Zenkour
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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
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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
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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
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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
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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.
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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