Size-dependent fracture behavior of Guiting limestone under mixed mode loading
By J. Akbardoost, M. Ayatollahi, M. Aliha, M. Pavier, D. Smith. 2014
180 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/b4de4356e19ac18fb096ecff598771fd2e533eb6
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Seyed Mohammad Javad Razavi
- M. Aliha
- Feng Dai
- Mingdong Wei
- Yi Liu
- Filippo Berto
- Jing Luo
- Jia-wen Zhou
In Mechanics of Materials
- Seyed Mohammad Javad Razavi
- M. Aliha
- Yi Liu
- Mingdong Wei
- Feng Dai
- Filippo Berto
- Jing Luo
- Jia-wen Zhou
Citations in the corpus
- Application of an average strain energy density criterion to obtain the mixed mode fracture load of granite rock tested with the cracked asymmetric four-point bend specimens (2017, background): “mixed mode I/II or mixed mode I/III fracture behaviour) of rocks [1-15].”
- 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): “2 are used as typical examples to expound the interpretation, as they are widely applied to study rock fracture in the literature (Aliha et al. 2010, 2012b; Aliha and Ayatollahi 2011; Akbardoost et al. 2014; Berto et al. 2016).”