Fatigue damage variable and evolution of rock subjected to cyclic loading
By J. Xiao, D. Ding, F. Jiang, Gen-ying Xu. 2010
419 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/96b13eee20a0b975b852ecf394c9f8a8d9891dda
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Effects of cyclic dynamic loading on the mechanical properties of intact rock samples under confining pressure conditions (2012, background): “Residual axial strain method The damage variable can be defined using residual strain as D 1⁄4 εa;re=εa;re; ð1Þ where εa, re N and εa, re f are the residual axial strain after N cycles and the ultimate residual axial strain at fatigue failure, respectively (Xiao et al., 2010).”
- Effects of Acoustic Emission and Energy Evolution of Rock Specimens Under the Uniaxial Cyclic Loading and Unloading Compression (2016, background): “Xiao et al. (2010) evaluated the advantages and disadvantages of different damage variables.”
- Experimental Investigation of the Influence of Joint Geometric Configurations on the Mechanical Properties of Intermittent Jointed Rock Models Under Cyclic Uniaxial Compression (2017, background): “To determine an ideal damage variable for describing the actual evolution of fatigue damage, Xiao et al. (2009, 2010) assessed six definition methods of damage variable and proposed an inverted S-shape nonlinear model for fatigue damage of intact rocks.”
- Energy Dissipation and Release During Coal Failure Under Conventional Triaxial Compression (2015, background): “behaviors of coal (e.g., Kawamoto et al. 1988; Nawrocki and Dusseault 1995; Swoboda and Yang 1999; Ju and Xie 2000; Krajcinovic 2000; Lemaitre et al. 2000; Comi and Perego 2001; Zhao et al. 2005; Wu et al. 2006; Badel et al. 2007; Chang et al. 2007; Einav et al. 2007; Xiao et al. 2010; Peng et al. 2”