Damage constitutive model based on energy dissipation for intact rock subjected to cyclic loading

By L. Xiaoming, J. Ning, Yunliang Tan, Q. Gu. 2016

466 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/c4f4f4289ca61868c6d1367c27658ea0df91dd16

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

1. Jiang-feng Liu
2. Qingbin Meng
3. H. Pu
4. L. Ren
5. Yan-long Chen

Citations in the corpus

• Experimental Study on Rock Strength and Deformation Characteristics Under Triaxial Cyclic Loading and Unloading Conditions (2020, background): “When loading to a stress level (σ′), the unloading curve is not coincident with the original loading curve, and is lower than the initial loading curve, and forms a closed circular area with the subsequent adjacent reload curve (Tutuncu et al. 1998; Liu et al. 2016).”