1. State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China
2. College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China
3. Key Laboratory of Coastal Disaster and Defence of Ministry of Education, Hohai University, Nanjing 210098, China
4. Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China
5. Department of Civil and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China
yuhongfa@nuaa.edu.cn
mahaiyan@nuaa.edu.cn
Show less
History+
Received
Accepted
Published Online
2020-08-02
2021-10-12
2021-11-19
PDF
(4595KB)
Abstract
To study the behavior of coral aggregate concrete (CAC) column under axial and eccentric compression, the compression behavior of CAC column with different types of steel and initial eccentricity (ei) were tested, and the deformation behavior and ultimate bearing capacity (Nu) were studied. The results showed that as the ei increases, the Nu of CAC column decreases nonlinearly. Besides, the steel corrosion in CAC column is severe, which reduces the steel section and steel strength, and decreases the Nu of CAC column. The durability of CAC structures can be improved by using new organic coated steel. Considering the influence of steel corrosion and interfacial bond deterioration, the calculation models of Nu under axial and eccentric compression were presented.
Bo DA, Yan CHEN, Hongfa YU, Haiyan MA, Bo YU, Da CHEN, Xiao CHEN, Zhangyu WU, Jianbo GUO.
Influence of steel corrosion on axial and eccentric compression behavior of coral aggregate concrete column.
Front. Struct. Civ. Eng., 2021, 15 (6) : 1415-1425 DOI:10.1007/s11709-021-0786-9
DaB, YuH F, MaH Y, WuZ Y. Research on compression behavior of coral aggregate reinforced concrete columns under large eccentric compression loading. Ocean Engineering, 2018, 155: 251– 260
[2]
WuZ Y, ZhangJ H, YuH F, MaH Y. 3D mesoscopic investigation of the specimen aspect-ratio on coral aggregate concrete. Composites Part B: Engineering, 2020, 198: 108025–
[3]
HuangY J, LiX W, ZhangX C, MaH. Bond properties of epoxy coated reinforcement to seawater coral concrete. Journal of Building Materials, 2020, 23( 5): 1086– 1092
[4]
DaB, YuH F, MaH Y, TanY S, MiR J, DouX M. Chloride diffusion study of coral concrete in a marine environment. Construction & Building Materials, 2016, 123: 47– 58
[5]
WuZ Y, YuH F, MaH Y, ZhangJ H, DaB, ZhuH W. Rebar corrosion in coral aggregate concrete: Determination of chloride threshold by LPR. Corrosion Science, 2020, 163: 108238–
[6]
WattanachaiP. A study on chloride ion diffusivity of porous aggregate concretes and improvement method. Advanced Materials Research, 2009, 65( 1): 30– 44
[7]
ZhangW. Experimental study on reinforced coral aggregate concrete component. Thesis for the Master’s Degree. Nanjing: Hohai University, 1995 (in Chinese)
[8]
YuH F, DaB, MaH Y, ZhuH W, YuQ, YeH M, JingX S. Durability of concrete structures in tropical atoll environment. Ocean Engineering, 2017, 135: 1– 10
[9]
DaB, YuH F, MaH Y, ZhangY D, ZhuH W, YuQ, YeH M, JingX S. Factors influencing durability of coral concrete structure in South China Sea. Journal of the Chinese Ceramic Society, 2016, 44(2): 254– 261 (in Chinese)
[10]
DaB, YuH F, MaH Y, WuZ Y. Reinforcement corrosion research based on electrochemical impedance spectroscopy for coral aggregate seawater concrete in a seawater immersion environment. Journal of Testing and Evaluation, 2020, 48( 2): 1537– 1553
[11]
YangS T, YangC, HuangM L, LiuY, JiangJ T, FanG X. Study on bond performance between FRP bars and seawater coral aggregate concrete. Construction & Building Materials, 2018, 173: 272– 288
[12]
MaH Y, DaB, YuH F, WuZ Y. Research on flexural behavior of coral aggregate reinforced concrete beams. China Ocean Engineering, 2018, 32( 5): 593– 604
[13]
GB/T50081-2002. Standard for Test Method of Mechanical Properties on Ordinary Concrete. Beijing: Ministry of Construction of the People’s Republic of China, 2002
[14]
JGJ12-2006. Specification for Design of Lightweight Aggregate Concrete Structures. Beijing: Ministry of Construction of the People’s Republic of China, 2006
[15]
GB/T50082-2009. Standard for Test Methods of Long-term Performance and Durability of Ordinary Concrete. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China, 2009
[16]
GB/T50152-2012. Standard for Test Method of Concrete Structures. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China, 2012
[17]
YuanY S, JiaF P, CaiY. The structural behavior deterioration model for corroded reinforced concrete beams. China Civil Engineering Journal, 2001, 34(3), 47– 52 (in Chinese)
[18]
PujolS, HanaiN, IchinoseT, SozenM A. Using Mohr−Coulomb criterion to estimate shear strength of reinforced concrete columns. ACI Structural Journal, 2016, 113( 3): 459– 468
[19]
ACI318-1999. Building Code Requirements for Structural Concrete. Farmington Hills: American Concrete Institute, 1999
[20]
JGJ12-2006. Technical Specification for Lightweight Aggregate Concrete Structures. Beijing: Ministry of Construction of the People’s Republic of China, 2006
[21]
GB50010-2010. Code for Design of Concrete Structures. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China, 2010
[22]
EN-1992. Code for Design of Concrete Structures. Brussels: European Committee for Standardization, 1992
[23]
DaB, YuH F, MaH Y, TanY S, MiR J, DouX M. Experimental investigation of whole stress−strain curves of coral concrete. Construction & Building Materials, 2016, 122: 81– 89
[24]
DaB, YuH F, MaH Y, ZhangY D, YuanY F, YuQ, TanY S, MiR J. Experimental research on whole stress−strain curves of coral aggregate seawater concrete under uniaxial compression. Journal of Building Structures, 2017, 38(1): 144– 151 (in Chinese)
[25]
ZhangW P, ZhouB B, GuX L, DaiH C. Probability distribution model for cross-sectional area of corroded reinforcing steel bars. Journal of Materials in Civil Engineering, 2014, 26( 5): 822– 832
[26]
WangX H, ZhongT Y. Relation between the loss coefficient of the corroded rebar’s cross-section in concrete and that of its weight. Research and Application of Building Materials, 2005, 1(4): 4– 6 (in Chinese)
[27]
ZhaoY X, LinH W, WuK, JinW L. Bond behaviour of normal/recycled concrete and corroded steel bars. Construction & Building Materials, 2013, 48: 348– 359
[28]
KivellA, PalermoA, ScottA. Complete model of corrosion-degraded cyclic bond performance in reinforced concrete. Journal of Structural Engineering, 2015, 141( 9): 04014222–