Experimental study on the progressive failure of double‐flawed granite samples subjected to impact loads-Reference-Cited by-同舟云学术

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Experimental study on the progressive failure of double‐flawed granite samples subjected to impact loads

Published:2021-12-08 Issue:3 Volume:45 Page:653-670
ISSN:8756-758X
Container-title:Fatigue & Fracture of Engineering Materials & Structures
language:en
Short-container-title:Fatigue Fract Eng Mat Struct

Author:

Zhou Xiaoping¹,Yi Menghan¹,Zhou Jiannan²,Cheng Hao¹,Berto Filippo³^ORCID

Affiliation:

1. School of Civil Engineering Wuhan University Wuhan China

2. State Key Laboratory for Disaster Prevention and Mitigation of Explosion and Impact Army Engineering University of PLA Nanjing China

3. Department of Mechanical Engineering Norwegian University of Science and Technology Trondheim Norway

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1111/ffe.13623

Reference45 articles.

1. An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression

2. A strain-based fatigue damage model for naturally fractured marble subjected to freeze-thaw and uniaxial cyclic loads

3. Analysis of the localization of deformation and the complete stress–strain relation for mesoscopic heterogeneous brittle rock under dynamic uniaxial tensile loading

4. Micromechanical modeling of dynamic compressive responses of mesoscopic heterogenous brittle rock

5. A microcrack-based continuous damage model for brittle geomaterials

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1. Dynamic fracture mechanism from a pre-existing flaw in granite: Insights from grain-based modelling;Soil Dynamics and Earthquake Engineering;2024-09

2. Dynamic failure behaviour of sandstone with filling joints using the Brazilian disc method;Geotechnical Research;2024-06-12

3. Fracturing behaviors of flawed granite induced by dynamic loadings: A study based on DIP and PFC;Deep Underground Science and Engineering;2024-05-06

4. Study on the strength characteristics of sandstone subjected to coupled static and dynamic loads from the perspective of microscopic crack propagation;2024-04-15

5. A dynamic damage constitutive model and three-dimensional internal crack propagation of rock-like materials in bond-based peridynamic;Theoretical and Applied Fracture Mechanics;2024-04

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