2022
DOI: 10.1007/s43452-022-00419-3
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Crack damage evolution in concrete coarse aggregates under microwave-induced thermal stress

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Cited by 6 publications
(3 citation statements)
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“…The thermal expansion and temperature gradient caused by this local high temperature are large enough to cause a serious rock fracture effect. Similarly, in the process of actual microwave irradiation on heterogeneous rocks, the temperature of microwave-sensitive minerals with high dielectric properties rises rapidly after microwave irradiation; the temperature gradient and thermal expansion between minerals are large, which will also lead to rock fracture [ 24 ]. The maximum temperature from 4 cm to 8 cm drops sharply from 606 °C to 234 °C, with a decrease of 372 °C.…”
Section: Resultsmentioning
confidence: 99%
“…The thermal expansion and temperature gradient caused by this local high temperature are large enough to cause a serious rock fracture effect. Similarly, in the process of actual microwave irradiation on heterogeneous rocks, the temperature of microwave-sensitive minerals with high dielectric properties rises rapidly after microwave irradiation; the temperature gradient and thermal expansion between minerals are large, which will also lead to rock fracture [ 24 ]. The maximum temperature from 4 cm to 8 cm drops sharply from 606 °C to 234 °C, with a decrease of 372 °C.…”
Section: Resultsmentioning
confidence: 99%
“…The process of fracture toughness degradation of the granite is analyzed herein. Based on scanning electron microscopy observations, the average length of the initial microcracks in granite is l 0 = 13 µm [50]. The cracks are subjected to both normal stress and shear stress, and the maximum stress intensity factor of the cracks in Mode I takes precedence over that of Mode II to exceed the fracture toughness in most cases [37].…”
Section: Fracture Toughness and Degradation Mechanism Of Granitementioning
confidence: 99%
“…It was assumed that the stress at the initial crack surface was uniform because the crack was micro-sized compared with the mineral particles. The stress intensity factor K I (MPa•m 1/2 ) of pre-existing cracks in Mode I can be calculated the following way [50]:…”
Section: Fracture Toughness and Degradation Mechanism Of Granitementioning
confidence: 99%