Application of Cracked Triangular Specimen Subjected to Three-Point Bending for Investigating Fracture Behavior of Rock Materials

By M. Aliha, Gh. R. Hosseinpour, M. Ayatollahi. Rock Mechanics and Rock Engineering, 2013

199 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/c5634633b4543dbfee637df35523eeaedbf43576

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

1. Seyed Mohammad Javad Razavi
2. M. Aliha
3. Feng Dai
4. Mingdong Wei
5. Yi Liu
6. Filippo Berto
7. Jing Luo
8. Jia-wen Zhou

In Mechanics of Materials

1. Seyed Mohammad Javad Razavi
2. M. Aliha
3. Yi Liu
4. Mingdong Wei
5. Feng Dai
6. Filippo Berto
7. Jing Luo
8. Jia-wen Zhou

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): “Straight-notched disc bend method (Aliha and Bahmani 2017; Tutluoglu and Keles 2011) SNDB method Three-point bending Flattened Brazilian disc method (Keles and Tutluoglu 2011) FBD method Brazilian-type compression Modified ring method (Tutluoglu and Keles 2012) MR method Brazilian-type compression E”
• 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].”