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Mechanical and low-velocity impact properties of epoxy-composite beams reinforced by MWCNTs
Journal of composite materials, 2018The effect of different weight percentages (wt.%) of MWCNTs includes 0, 0.17, 0.34 and 0.51% on the mechanical and low-velocity impact properties are presented on the example of the pure epoxy and epoxy/fiberglass composites beams. A sonication technique
M. Ranjbar, S. Feli
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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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2013
A three-dimensional (3D) beam, also called a rod, is a member that carries axial, flexural (shear and bending) and torsion force resultants. Structures containing 3D beams are found in frames of buildings and industrial constructions, arches, stiffened shells, structural parts in land transport vehicles, fusselages of airplanes and spacecrafts, ships ...
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A three-dimensional (3D) beam, also called a rod, is a member that carries axial, flexural (shear and bending) and torsion force resultants. Structures containing 3D beams are found in frames of buildings and industrial constructions, arches, stiffened shells, structural parts in land transport vehicles, fusselages of airplanes and spacecrafts, ships ...
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Aircraft Engineering and Aerospace Technology, 1937
IT is shown in the present paper that a beam may be constructed, consisting of a steel section securely bolted to a lower section of high‐tensile aluminium alloy, having a weight much lower than that of a plain steel beam of equal strength. This is frequently desirable when the weight of a steel beam would be excessive, but the cost of a section ...
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IT is shown in the present paper that a beam may be constructed, consisting of a steel section securely bolted to a lower section of high‐tensile aluminium alloy, having a weight much lower than that of a plain steel beam of equal strength. This is frequently desirable when the weight of a steel beam would be excessive, but the cost of a section ...
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Predicting the Effective Flange Width of a CLT Slab in Timber Composite Beams
Journal of Structural Engineering, 2017A timber composite beam consists of a cross-laminated timber (CLT) panel attached to a girder such as a laminated veneer lumber (LVL) beam.
R. Masoudnia, A. Hashemi, P. Quenneville
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Journal of the Structural Division, 1978
The behavior is examined of composite beams consisting of a concrete slab attached to a steel beam by a shear connection. The effects of interface slip due to the flexibility of the connectors are included, as are the effects of residual stress and nonlinearity in the mechanical properties of the steel and concrete.
Peter Ansourian, Jack William Roderick
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The behavior is examined of composite beams consisting of a concrete slab attached to a steel beam by a shear connection. The effects of interface slip due to the flexibility of the connectors are included, as are the effects of residual stress and nonlinearity in the mechanical properties of the steel and concrete.
Peter Ansourian, Jack William Roderick
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Slender Composite Beam‐Columns
Journal of Structural Engineering, 1988A method for performing inelastic stability analysis of composite beam‐columns under different load and end conditions is presented. Nondimensional expressions describing the moment‐thrustcurvature relations are derived and then used to formulate and solve the governing differential equations.
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