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Results from the parametric studies indicate that fire scenario, load level, degree of end-restraint and high-temperature creep have significant influence on the behavior of beams under fire conditions.
The higher ductility observed in the behavior of beams under flexural-shear failure, than all the web shear specimens was also well predicted in the analysis.
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There has been a paucity of studies on the fatigue behavior of SRC beams under high-cycle fatigue loading.
A model capable of predicting the behavior of flanged beams under combined actions was developed and implemented.
Shakedown behavior of multilayered beams under cyclic thermo-mechanical loadings was analyzed based on Armstrong–Fredrick nonlinear kinematic hardening model coupled with ductile damage.
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.
The objectives of this study are, on one hand, to present an experimental campaign on the flexural failure behavior of RC beams under both low cyclic and monotonic lateral loadings, and on the other hand, to discover the effect of cross-section size on the global mechanical properties of RC beams.
The behavior of such beams under bending, shear, and torsion is treated in the book.
In this study, the behavior of beam-column connections was investigated when the connection was under blast loads.
Moreover, the present work illustrates the frequency behavior of the beam under a tangential load.
Size-dependent structural behavior of nano-beams under torsion is investigated by two-phase integral elasticity.
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