Determination of Performance Status for RC Members

Article Preview

Abstract:

The yield status and ultimate status are two very important performance statuses during the loading process of reinforced concrete (RC) members. The yield status and ultimate status can be determined by inspecting the deformation properties of reinforced concrete members. This paper describes four methods to determine the yield status of reinforced concrete members, and three methods to determine the ultimate status of reinforced concrete members. Through these methods, we can understand the mechanical behavior of reinforced concrete members.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

488-490

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H. Wan, Seismic Performance Test of RC Beams and Columns and Research on Parameter of Deformation Performance, South China University of Technology, Guangzhou, (2010).

Google Scholar

[2] W. Xue, B. Cheng, J. Li, Earthquake Engineering and Engineering Vibration, 1 (2003) 178-83.

Google Scholar

[3] I. Fang, C. Wang, K. Hong, ACI Structural Journal, 1 (1994) 10-18.

Google Scholar

[4] B. Liu, G. Bai, G. Zhang, China Civil Engineering Journal, 1 (2005) 45-50.

Google Scholar

[5] M. J. Chajes, T. F. Januska, D. R. Mertzd, ACI Structural Journal, 3 (1995) 295-303.

Google Scholar

[6] J. Qian, L. Cheng, D. Zhou, Journal of Tsinghua University, 10 (2002) 1369-1373.

Google Scholar

[7] Z. Guo, Application of the Concrete Strength and the Constitutive Principle, China Architecture & Building Press, Beijing, (2004).

Google Scholar

[8] W. Cheng, T. Wang, D. Yan, Concrete Structure, China Architecture & Building Press, Beijing, (2005).

Google Scholar

[9] R. Park, T. Paulay, Reinforced Concrete Structures, New York, (1975).

Google Scholar