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This paper studies interfacial debonding behavior of composite beams which include piezoelectric materials, adhesive and host beam.
Static behavior of composite beams with arbitrary lay-ups using various refined shear deformation theories is presented.
This paper addresses the effects of different cutouts on the lateral buckling behavior of composite beams made of polymer matrix composites.
This control parameter, through the selection of the appropriate lay-up, can be manipulated to help design and optimize the static and dynamic behavior of composite beams.
This paper is devoted to an analytical model for describing the mechanical behavior of composite beams, under no restrictive assumptions on the connection and interaction.
One of the most important mechanical behavior of composite beams subjected to certain external loads and boundary conditions is lateral buckling.
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Parametric studies are conducted based on validated finite element models to investigate the effect of slab planar aspect ratio, slab thickness, slab reinforcement ratio and beam section height on the behavior of composite beam-slab substructures subjected to side column loss.
By analyzing the bending behaviors of composite beams, the performance of the proposed model is verified.
It is found that the latter can well predict the time-dependent behaviors of composite beams, except for the warping displacement due to shear of the simply supported beam.
This paper focuses on the development and benchmarking of 3D finite element models for predicting the behavior and failure of composite beams with simple (shear) connections subjected to gravity loads and fire conditions, which include both heating and cooling phases.
Thus, the safety margin for bending of composite beams designed by PFM is affected substantially by their behavior (this will be discussed in detail later, in the Sect. 5).
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behavior of castellated beams
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