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To reproduce the residual soil behavior under cyclic shearing induced by ocean waves as well as structural rocking motions, a poro-elastoplastic model is adopted, in which the consolidation analysis of seabed foundation under gravitational forces including the body force of structure is pre-assessed and incorporated.
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Based on the proposed model, failure of monopile foundation caused by liquefaction due to the buildup of pore water pressure under cyclic shearing is investigated.
Recently, SMM was extended to cyclic loading, resulting in the Cyclic Softened Membrane Model (CSMM) [Mansour M, Hsu TTC. Behavior of reinforced concrete elements under cyclic shear: Part 1 — experiments. J Struct Eng, ASCE 2005; 131(1):44–53; Mansour M, Hsu TTC. Behavior of reinforced concrete elements under cyclic shear: Part 2 theoretical model. J Struct Eng, ASCE 2005 131(1):54–65].
Recent tests [Mansour MY, Hsu TTC. Behavior of reinforced concrete elements under cyclic shear. I: Experiments.
Biaxial fatigue behavior of an epoxy polymer was investigated under cyclic shear and proportional axial-shear combined loadings with mean strains.
Open image in new window Fig. 9 Behavior of single anchor in plastic hinge zone under cyclic shear loading.
The data illustrate the mechanical response under cyclic shear loading of consolidated alloy specimens.
For instance Column 1, which was tested under cyclic shear and bending, sustained cover concrete spalling 25 in.
The response of a reinforced concrete (RC) element under cyclic shear is characterized by the hysteretic loops of the shear stress strain curves.
It is shown that the cyclic plastic shear strain concentration factor within the microstructure is more severe under cyclic shear than under cyclic tension compression in the nominally elastic loading regime.
These experimental and analytical results indicate that the influence of shear cannot be neglected in hollow columns and it is necessary to examine sufficiently about the shear behavior under cyclic loadings.
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