Mechanics Characteristics and Failure Criteria of Concrete Confined by One-Way Lateral Stress after Suffering High Temperature

Abstract:

Biaxial compressive tests of plain concrete specimens under normal temperature and suffering high temperature(200
600
)were completed under four lateral constant stress rates. The tests were completed by using the large static-dynamic triaxial test system for concrete in the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology. The biaxial compressive strength and deformation characteristics of concrete confined by lateral stress after suffering different temperature were studied in a systematic way. On the basis of the tests, the failure criterion of concrete subjected to constant lateral compressive stress after suffering different temperature was established in the Octahedral stress space. The conclusions can provide the testing and theoretical basis for deeper study of the concrete construction subjected to biaxial compressive combined loads suffering different temperature such as chimney, building after fire and safety shell for nuclear reactor.

• Periodical: Key Engineering Materials (Volumes 324-325)
• Pages: 707-710
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.324-325.707
• Online since: November 2006
• Authors: Li Kun Qin, Yu Pu Song, Yu Jie Wang, De Shen Zhao, Jia Wei Yao
• Keywords: Concrete/Lateral Stress, Failure Criterion, High-Temperature, Mechanics Characteristics

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