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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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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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2012
The beam elements discussed so far consist of homogeneous, isotropic material. Within this chapter a finite element formulation for a special material type — composite materials — will be introduced. On the basis of plane layers the behavior for the one-dimensional situation on the beam will be developed.
Andreas Öchsner, M Merkel
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The beam elements discussed so far consist of homogeneous, isotropic material. Within this chapter a finite element formulation for a special material type — composite materials — will be introduced. On the basis of plane layers the behavior for the one-dimensional situation on the beam will be developed.
Andreas Öchsner, M Merkel
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2020
A composite (or hybrid) beam is in the following defined as a beam with cross section made up of a layer of segments with different thickness and material properties, as illustrated in Fig. 7.1. It is taken for granted that layers of material segments are parallel to the y axis and that the cross section is symmetric about the z axis.
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A composite (or hybrid) beam is in the following defined as a beam with cross section made up of a layer of segments with different thickness and material properties, as illustrated in Fig. 7.1. It is taken for granted that layers of material segments are parallel to the y axis and that the cross section is symmetric about the z axis.
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