1989
DOI: 10.1016/0013-7952(89)90005-7
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Fatigue and strain hardening behaviour of graywacke from the flagstaff formation, New South Wales

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Cited by 67 publications
(26 citation statements)
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“…The general procedure to obtain an S\ \N curve is to reduce the maximum applied load from test to test until the fatigue life (no failure) of the specimen is reached. In the literature, the S\ \N curve concept has been used for fatigue research under uniaxial compressive loading with cylindrical rock samples (Haimson and Kim, 1971;Haimson, 1978;Singh, 1989). However, this current study is the first time in the literature that an S\ \N curve for fracture toughness degradation due to fatigue under cyclic loading has been obtained.…”
Section: Tested Rock and Experimental Methodsmentioning
confidence: 69%
“…The general procedure to obtain an S\ \N curve is to reduce the maximum applied load from test to test until the fatigue life (no failure) of the specimen is reached. In the literature, the S\ \N curve concept has been used for fatigue research under uniaxial compressive loading with cylindrical rock samples (Haimson and Kim, 1971;Haimson, 1978;Singh, 1989). However, this current study is the first time in the literature that an S\ \N curve for fracture toughness degradation due to fatigue under cyclic loading has been obtained.…”
Section: Tested Rock and Experimental Methodsmentioning
confidence: 69%
“…The different crack processes identified as well as wear along crack edge tend to prove that one or several particular fatigue mechanisms exist. It is particularly shown in Singh (1989) and Momeni et al (2015) that fatigue life is modified by the cyclic amplitude, for a given maximum stress. This is also consistent with the conceptual model presented before, describing the behaviour of a single crack (Zoback and Byerlee 1975;David et al 2012).…”
Section: Relation Between Creep and Fatiguementioning
confidence: 99%
“…From the reported literature, it was found that intact [3][4][5][6][7][8][9][10][11][12][13][14][15][16] and failed models of jointed rock [17][18][19][20] were extremely susceptible to cyclic fatigue failure. Some have also studied the dynamic damage properties of nonjointed intact samples [21][22][23][24][25].…”
Section: Literature Reviewmentioning
confidence: 99%