Prediction on residual flexural fatigue life of rock-concrete interface based on a deformation-controlled fatigue crack propagation criterion-Reference-Cited by-同舟云学术

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Prediction on residual flexural fatigue life of rock-concrete interface based on a deformation-controlled fatigue crack propagation criterion

Published:2024-04 Issue: Volume:130 Page:104286
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Zhao Xiaoyu,Dong Wei,Zhang Binsheng,Wang Shasha

Funder

National Natural Science Foundation of China

Wuhan University State Key Laboratory of Water Resources and Hydropower Engineering Science

Publisher

Elsevier BV

Reference43 articles.

1. Essentials of offshore structures: framed and gravity platforms;Reddy,2013

2. Fatigue crack propagation at concrete–concrete bi-material interfaces;Shah;Int. J. Fatigue.,2014

3. Viscoelasticity-induced fracture behavior of rock-concrete interface after sustaining creep process;Yuan;Cement Concrete Comp.,2023

4. A fracture mechanics model for fatigue in concrete;Gylltoft;Mat. Constr.,1984

5. Fatigue behaviour of plain and reinforced concrete: a systematic review;Riyar;Theor. Appl. Fract. Mec.,2023

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1. Study on the dynamic fracture mechanical properties of ultra high-performance concrete under the influence of steel fiber content;Journal of Building Engineering;2024-11

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