Prediction on Crack Propagation of Concrete due to Time-Dependent Creep under High Sustained Loading-Reference-Cited by-同舟云学术

Prediction on Crack Propagation of Concrete due to Time-Dependent Creep under High Sustained Loading

Published:2022-02 Issue:2 Volume:34 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Li Jie¹,Dong Wei²,Zhang Binsheng³,Zhou Xiangming⁴^ORCID

Affiliation:

1. State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, PR China; School of Mining Technology, Inner Mongolia Univ. of Technology, Hohhot 010051, PR China.

2. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, PR China (corresponding author).

3. Professor, Dept. of Civil Engineering and Environmental Management, School of Computing, Engineering and Built Environment, Glasgow Caledonian Univ., Glasgow G4 0BA, Scotland.

4. Professor in Civil Engineering Design, Dept. of Civil and Environmental Engineering, Brunel Univ. London, Uxbridge UB8 3PH, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004096

Reference43 articles.

1. Experimental determination of tensile strength and KIcof polymer concretes using semi-circular bend (SCB) specimens

2. Fracture study of concrete composites with synthetic fibers additive under modes I and III using ENDB specimen

3. Lifetime of concrete dam models under constant loads

4. Creep and fracture in concrete: a fractional order rate approach

5. A fractional order rate approach for modeling concrete structures subjected to creep and fracture

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