Failure Criterion of Ordinary Concrete Subjected to Triaxial Compression of Full Section and Local Loadings-Reference-Cited by-同舟云学术

Failure Criterion of Ordinary Concrete Subjected to Triaxial Compression of Full Section and Local Loadings

Published:2018-10 Issue:10 Volume:30 Page:04018239
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yu Zhenpeng¹,Huang Qiao²,Shan Yushi³,Ren Zheng³

Affiliation:

1. Ph.D. Student, School of Transportation, Southeast Univ., Nanjing 210096, China.

2. Professor, School of Transportation, Southeast Univ., Nanjing 210096, China (corresponding author).

3. M.S. Student, School of Transportation, Southeast Univ., Nanjing 210096, China.

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.1943-5533.0002399

Reference23 articles.

1. A unified failure envelope for hybrid fibre reinforced concrete subjected to true triaxial compression

2. Novel Approach to Strength Modeling of Concrete under Triaxial Compression

3. Indraratna B. Q. Sun and S. Nimbalkar. 2015. “A critical state based constitutive model for the triaxial response of ballast incorporating particle breakage.” In Proc. 15th Pan-American Conf. on Soil Mechanics and Geotechnical Engineering 1232–1239. Amsterdam Netherlands: IOS Press.

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