Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture

By M. Ayatollahi, J. Akbardoost. Rock Mechanics and Rock Engineering, 2014

144 citations recorded by the source corpus.

Subfields: Management, Monitoring, Policy and Law, Mechanics of Materials, Ocean Engineering

View Paper: https://www.semanticscholar.org/paper/43bc36adb3eddac0a6180e06082f029a1247e70f

How researchers see this paper

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

In Management, Monitoring, Policy and Law

1. Mingdong Wei
2. Feng Dai
3. Yi Liu

In Mechanics of Materials

1. Yi Liu
2. Mingdong Wei
3. Feng Dai
4. Jing Luo
5. Jia-wen Zhou
6. Gianluca Cusatis
7. Jian Zhao
8. Qianbing Zhang

In Ocean Engineering

1. Mingdong Wei
2. Feng Dai
3. Jing Luo
4. Jia-wen Zhou
5. Yi Liu
6. Jian Zhao
7. Qianbing Zhang

Citations in the corpus

• A Further Improved Maximum Tangential Stress Criterion for Assessing Mode I Fracture of Rocks Considering Non-singular Stress Terms of the Williams Expansion (2018, methodology): “However, this prediction conflicts with many experimental reports on rocks (Ayatollahi and Akbardoost 2014; Aliha et al.”
• Anisotropic elastic, strength, and fracture properties of Marcellus shale (2017, background): “Indeed, the laboratory determined fracture properties of rocks and other geomaterials were strongly related to the testing setup, especially the specimen geometry and sample size [38, 39, 40, 41, 42, 43, 44].”