Cyclic Compressive Behavior of Concrete Confined with Large Rupture Strain FRP Composites

Yu‐Lei Bai1, Jian‐Guo Dai2, J.G. Teng3
1Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.
2Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).
3Chair Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

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Tài liệu tham khảo

10.1016/j.cemconcomp.2006.07.011

Bahn B. Y., 1998, Stress–strain behavior of concrete under cyclic loading, ACI Mater. J., 95, 178

10.1061/(ASCE)CC.1943-5614.0000230

10.1016/j.conbuildmat.2011.07.058

10.1007/978-94-007-1997-2_14

10.1016/j.engstruct.2012.09.019

10.1016/j.compositesb.2012.07.014

10.1533/9781845694890

Hu Y. (2010). “Behaviour and modelling of FRP-confined hollow and concrete-filled steel tubular columns.” Ph.D. thesis The Hong Kong Polytechnic University Hong Kong China.

10.12989/sem.2002.13.1.075

10.1080/13632460309350455

10.1016/j.engstruct.2007.01.010

10.1016/S0950-0618(03)00045-X

10.1061/(ASCE)1090-0268(2004)8:6(539)

10.1016/j.engstruct.2008.08.014

10.1016/j.cemconcomp.2006.07.007

10.1061/(ASCE)0733-9445(1988)114:8(1804)

10.1061/(ASCE)CC.1943-5614.0000273

Ozbakkaloglu T. Lim J. C. and Griffith M. C. (2008). “FRP-confined high-strength concrete under axial cyclic compression.” Proc. 4th Int. Conf. on FRP Composites in Civil Engineering (CICE 2008) EMPA Zurich Switzerland.

10.1016/0008-8846(73)90096-3

10.1617/s11527-011-9810-1

10.1061/(ASCE)0733-9445(2006)132:1(112)

Shao Y. (2003). “Behavior of FRP-confined concrete beam-columns under cyclic loading.” Ph.D. thesis North Carolina State University.

10.1016/j.cemconcomp.2006.07.009

Teng J. G., 2002, FRP-strengthened RC structures

10.1061/(ASCE)1090-0268(2007)11:2(201)

10.1061/(ASCE)CC.1943-5614.0000012

Wang Z. Y., 2009, Loading and reloading criteria of FRP-confined concrete under cyclic compression, Building Struct., 39, 100