Viscoelasticity-induced fracture behavior of rock-concrete interface after sustaining creep process

Author:

Yuan Wenyan,Dong Wei,Zhang Binsheng,Huo Junzhou

Funder

National Natural Science Foundation of China

State Key Laboratory of Water Resources and Hydropower Engineering Science

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference34 articles.

1. Fracture behavior of site-casting dam concrete;Li;ACI Mater. J.,2015

2. Stress intensity factors based fracture criteria for kinking and branching of interface crack: application to dams;Kishen;Eng. Fract. Mech.,2001

3. Experimental and numerical study of the dependency of interface fracture in concrete-rock specimens on mode mixity;Zhong;Eng. Fract. Mech.,2014

4. Hydraulic fracture at the dam-foundation interface using the scaled boundary finite element method coupled with the cohesive crack model;Zhong;Eng. Anal. Bound. Elem.,2018

5. Energy-based fracture criterion of rock-concrete interface considering viscoelastic characteristics;Dong;J. Eng. Mech.,2022

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