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For prediction of the fatigue crack growth (FCG) behavior under cyclic compression, a plasticity-corrected stress intensity factor (PC-SIF) range ΔKpc is proposed on the basis of plastic zone toughening theory.
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Further, these scaffolds demonstrated a highly viscoelastic behavior under cyclic compressive loading, with a pore orientation dependent relative energy dissipation.
This paper presents the results of an experimental study on the behavior of FRP-confined concrete under cyclic compression.
For the safe and economic design of FRP jackets, the stress strain behavior of FRP-confined concrete under cyclic compression needs to be properly understood and modeled.
For the safe and economic design of FRP jackets, the stress strain behaviour of FRP-confined concrete under cyclic compression needs to be properly understood and modelled.
The samples were stable under cyclic compression and displayed an elastic behavior.
In contrast to the apparent "work-hardening" behavior caused by the progressive propagation of shear band under monotonic loading, plastic softening occurs and then reaches saturation under cyclic compression.
Then the fatigue life under cyclic compression is also predicted based on a new model for cyclic compression.
Afterwards the fatigue life under cyclic compression is predicted based on new fatigue crack growth rate curve model for cyclic compression.
It was found that the fatigue crack was obviously easier to form along the shear band under cyclic compression than under monotonic loading.
It is important to study the fatigue crack propagation under cyclic compression in order to assess the fatigue life of the submersible and submarine.
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