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Xiangqian Fan
Publications - 13
Citations - 252
Xiangqian Fan is an academic researcher. The author has contributed to research in topics: Fracture mechanics & Digital image correlation. The author has an hindex of 6, co-authored 13 publications receiving 141 citations.
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Experimental investigation of concrete fracture behavior with different loading rates based on acoustic emission
TL;DR: In this paper, the effect of loading rate on the fracture behavior of concrete with three-point bending fracture tests with loading rates of 0.0001, 0.001, and 0.1 mm/s was investigated.
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Effect of loading frequency and stress level on low cycle fatigue behavior of plain concrete in direct tension
TL;DR: In this paper, the effect of loading frequency on the low cycle fatigue behavior of plain concrete in direct tension was investigated, and a new damage model was proposed based on the stiffness degradation and the secondary strain rate during low-cycle fatigue tests.
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Experimental study and analytical modeling on hysteresis behavior of plain concrete in uniaxial cyclic tension
TL;DR: In this paper, the authors investigated the hysteresis phenomenon of concrete stress-strain curve, the axial energy consumption per unit volume, dynamic elastic modulus, damping ratio, and the effect of the cyclic number and loading frequency on these mechanical characteristics.
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Effect of water pressure on fracture parameters of concrete
TL;DR: In this paper, the effects of water pressure in the crack on the fracture parameters of a concrete beam under three-point bending were discussed, and a novel sealing device for hydraulic loading was proposed to simulate the hydraulic load in a test beam.
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Mechanical properties of pervious concrete with recycled aggregate
TL;DR: In this paper, the influence of different recycled aggregate contents on the mechanical properties of pervious concrete was investigated and numerical simulation analysis was carried out in order to determine the influence on the compressive strength and splitting tensile strength, direct tension strength and bending strength.