Effect of Stress Path on the Damage Properties of Concrete under High Pressure-Reference-Cited by-同舟云学术

Effect of Stress Path on the Damage Properties of Concrete under High Pressure

Published:2022-12 Issue:12 Volume:34 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Lu Yi¹^ORCID,Cui Jian²^ORCID,Hao Hong³,Shi Yanchao⁴

Affiliation:

1. Graduate Student, Key Laboratory of Coast Civil Structural Safety of the Ministry of Education, Tianjin Univ., Tianjin 300072, China. ORCID: .

2. Associate Professor, Key Laboratory of Coast Civil Structural Safety of the Ministry of Education, Tianjin Univ., Tianjin 300072, China (corresponding author). ORCID: .

3. Professor, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Bentley, WA 6102, Australia.

4. Professor, Key Laboratory of Coast Civil Structural Safety of the Ministry of Education, Tianjin Univ., Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004503

Reference36 articles.

1. High-strength concrete subjected to triaxial compression;Ansari F.;Mater. J.,1998

2. Influence of contact friction in compression tests of concrete samples

3. Complete Triaxial Stress-Strain Curves of High-Strength Concrete

4. Influence of loading history upon the compressive properties of concrete

5. Study of concrete damage mechanism under hydrostatic pressure by numerical simulations

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