Citation: | BAI Yulei, SUN Pengxuan, JIA Junfeng. Buckling behavior of steel rebars in PET FRP-confined rectangular RC columns[J]. Acta Materiae Compositae Sinica, 2022, 39(10): 4732-4745. doi: 10.13801/j.cnki.fhclxb.20211019.002 |
[1] |
LAM L, TENG J G. Design-oriented stress-strain model for FRP-confined concrete[J]. Construction and Building Materials,2003,17(6-7):471-489. doi: 10.1016/S0950-0618(03)00045-X
|
[2] |
WU Y F, WEI Y Y. Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns[J]. Engineering Structures,2009,32(1):32-45. doi: 10.1016/j.engstruct.2009.08.012
|
[3] |
HANY N F, HANTOUCHE E G, HARAJLI M H. Axial stress-strain model of CFRP-confined concrete under monotonic and cyclic loading[J]. Journal of Composites for Construction,2015,19(6):04015004. doi: 10.1061/(ASCE)CC.1943-5614.0000557
|
[4] |
BOURNAS D A, TRIANTAFILLOU T C. Bar buckling in RC columns confined with composite materials[J]. Journal of Composites for Construction,2011,15(3):393-403. doi: 10.1061/(ASCE)CC.1943-5614.0000180
|
[5] |
SHAHZAD S, AMORN P, IRSHAD Q M, et al. Axial behavior of PET FRP-confined reinforced concrete[J]. Journal of Composites for Construction,2021,25(1):1-17. doi: 10.1061/(ASCE)CC.1943-5614.0001092
|
[6] |
DAI J G, BAI Y L, TENG J G. Behavior and modeling of concrete confined with FRP composites of large deformability[J]. Journal of Composites for Construction,2011,15(6):963-973. doi: 10.1061/(ASCE)CC.1943-5614.0000230
|
[7] |
DAI J G, LAM L, UEDA T. Seismic retrofit of square RC columns with polyethylene terephthalate (PET) fibre reinforced polymer composites[J]. Construction and Building Materials,2011,27(1):206-217. doi: 10.1016/j.conbuildmat.2011.07.058
|
[8] |
BAI Y L, DAI J G, TENG J G. Cyclic compressive behavior of concrete confined with large rupture strain FRP composites[J]. Journal of Composites for Construction,2014,18(1):04013025. doi: 10.1061/(ASCE)CC.1943-5614.0000386
|
[9] |
ISPIR M. Monotonic and cyclic compression tests on concrete confined with PET-FRP[J]. Journal of Composites for Construction,2014,19(1):04014034. doi: 10.1061/(ASCE)CC.1943-5614.0000490
|
[10] |
YE Y Y, LIANG S D, FENG P, et al. Recyclable LRS FRP composites for engineering structures: Current status and future opportunities[J]. Composites Part B: Engineering,2021,212:108689. doi: 10.1016/j.compositesb.2021.108689
|
[11] |
国家基本建筑委员会. 钢筋混凝土结构设计规范: TJ 10—74[S]. 北京: 中国建筑工业出版社, 1974.
State Infrastructure Commission. Code for design of reinforced concrete structures: TJ 10—74[S]. Beijing: China Building Industry Press, 1974(in Chinese).
|
[12] |
国家基本建筑委员会. 混凝土结构设计规范: GBJ 10—89[S]. 北京: 中国建筑工业出版社, 1989.
State Infrastructure Commission. Design code for concrete structures: GBJ 10—89[S]. Beijing: China Building Industry Press, 1989(in Chinese).
|
[13] |
交通部公路规划设计院. 公路钢筋混凝土及预应力混凝土桥涵设计规范: JTJ 023—85[S]. 北京: 人民交通出版社, 1985.
Highway Planning and Design Institute of the Ministry of Communications. Code for design of reinforced concrete and prestressed concrete bridges and culverts for highways: JTJ 023—85[S]. Beijing: People's Communications Press, 1985(in Chinese).
|
[14] |
BAI Y L, DAI J G, TENG J G. Buckling of steel reinforcing bars in FRP-confined RC columns: An experimental study[J]. Construction and Building Materials,2017,140:403-415. doi: 10.1016/j.conbuildmat.2017.02.149
|
[15] |
BAI Y L, DAI J G, TENG J G. Monotonic stress-strain beha-vior of steel rebars embedded in FRP-confined concrete including buckling[J]. Journal of Composites for Construction,2017,21(5):04017043.1-04017043.11. doi: 10.1061/(ASCE)CC.1943-5614.0000823
|
[16] |
SATO Y, KO H. Modeling of reinforcement buckling in RC columns confined with FRP[J]. Journal of Advanced Concrete Technology,2008,6(1):195-204. doi: 10.3151/jact.6.195
|
[17] |
GIAMUNDO V, LIGNOLA G P, PROTA A, et al. Analytical evaluation of FRP wrapping effectiveness in restraining reinforcement bar buckling[J]. Journal of Structural En-gineering,2014,140(7):4014043. doi: 10.1061/(ASCE)ST.1943-541X.0000985
|
[18] |
BAI Y L, DAI J G, OZBAKKALOGLU T. Cyclic stress-strain model incorporating buckling effect for steel reinforcing bars embedded in FRP-confined concrete[J]. Composite Structures,2017,182:54-66. doi: 10.1016/j.compstruct.2017.09.007
|
[19] |
白玉磊, 韩强, 贾俊峰, 等. FRP约束钢筋混凝土柱中钢筋屈曲行为研究[J]. 防灾减灾工程学报, 2018, 38(1):14-21. doi: 10.13409/j.cnki.jdpme.2018.01.003
BAI Yulei, HAN Qiang, JIA Junfeng, et al. Buckling beha-vior of steel rebars embedded in FRP-confined concrete[J]. Journal of Disaster Prevention and Reduction,2018,38(1):14-21(in Chinese). doi: 10.13409/j.cnki.jdpme.2018.01.003
|
[20] |
SALEEM S, HUSSAIN Q, PIMANMAS A. Compressive behavior of PET FRP-confined circular, square, and rectangular concrete columns[J]. Journal of Composites for Construction,2017,21(3):04016097. doi: 10.1061/(ASCE)CC.1943-5614.0000754
|
[21] |
ISLEEM H F, WANG Z Y, WANG D Y, et al. Monotonic and cyclic axial compressive behavior of CFRP-confined rectangular RC columns[J]. Journal of Composites for Construction,2018,22(4):4018023. doi: 10.1061/(ASCE)CC.1943-5614.0000860
|
[22] |
SILVA M A G. Behavior of square and circular columns strengthened with aramidic or carbon fibers[J]. Construction and Building Materials,2011,25(8):3222-3228. doi: 10.1016/j.conbuildmat.2011.03.007
|
[23] |
HAN Q, YUAN W Y, BAI Y L, et al. Compressive behavior of large rupture strain (LRS) FRP-confined square concrete columns: Experimental study and model evaluation[J]. Materials and Structures,2020,53(4):1149-1186. doi: 10.1617/s11527-020-01534-4
|
[24] |
MAI A D, SHEIKH M N, YAMAKADO K, et al. Nonuniform CFRP wrapping to prevent sudden failure of FRP confined square RC columns[J]. Journal of Composites for Construction,2020,24(6):4020063. doi: 10.1061/(ASCE)CC.1943-5614.0001077
|
[25] |
ISLEEM H F, WANG D Y, WANG Z Y. A new numerical model for polymer-confined rectangular concrete columns[J]. Proceedings of the Institution of Civil En-gineers-Structures and Buildings,2019,172(7):528-544. doi: 10.1680/jstbu.17.00103
|
[26] |
ISLEEM H F, TAHIR M, WANG Z Y. Axial stress-strain model developed for rectangular RC columns confined with FRP wraps and anchors[J]. Structures,2020,23:779-788. doi: 10.1016/j.istruc.2019.12.020
|
[27] |
ASTM. Standard test method for tensile properties of polymer matrix composite materials: ASTM D3039/D3039M-08[S]. West Conshohocken: ASTM Internation, 2008.
|