Effect of rock bridge length on fracture and damage modelling in granite containing hole and fissures under cyclic uniaxial increasing-amplitude decreasing-frequency (CUIADF) loads

标题
Effect of rock bridge length on fracture and damage modelling in granite containing hole and fissures under cyclic uniaxial increasing-amplitude decreasing-frequency (CUIADF) loads
作者
关键词
Rock bridge, CUIADF cyclic loads, Crack coalescence, Damage evolution, Failure mode
出版物
INTERNATIONAL JOURNAL OF FATIGUE
Volume 158, Issue -, Pages 106741
出版商
Elsevier BV
发表日期
2022-01-14
DOI
10.1016/j.ijfatigue.2022.106741

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