Experimental investigations on corrosion resistance of innovative steel-FRP composite bars using X-ray microcomputed tomography

被引:96
作者
Zhou, Yingwu [1 ]
Zheng, Yaowei [1 ]
Pan, Jun [1 ]
Sui, Lili [1 ]
Xing, Feng [1 ]
Sun, Hongfang [1 ]
Li, Pengda [1 ]
机构
[1] Shenzhen Univ, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen, Peoples R China
基金
中国国家自然科学基金;
关键词
Steel-FRP composite bars (SFCBs); Accelerated corrosion; Microstructure; Microcomputed tomography(mu CT); Durability; MONITORING REINFORCEMENT CORROSION; STRESS-STRAIN MODEL; CONFINED CONCRETE; BOND BEHAVIOR; INDUCED CRACKING; MECHANICAL-PROPERTIES; CATHODIC PROTECTION; RC COLUMNS; PERFORMANCE; POLYMER;
D O I
10.1016/j.compositesb.2018.10.069
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A steel-fiber reinforced polymer (FRP) composite bar (SFCB) is a new type of hybrid bar consisting of a steel core and an FRP shell coating. The advantages of the two materials are complementary. For example, the steel bar's good ductile properties and the FRP coating's corrosion resistance work together under tensile stress. This complementary combination provides better mechanical properties and durability than ordinary steel bars. This paper features the production of two different surface types of SFCBs, and these SFCBs' response to corrosion was accelerated by an electrochemical method encompassing three designed levels of corrosion at 5%, 15%, and 25%. The corrosion condition, including the thickness of the rust layer and the rust product distribution, was observed and qualitatively analyzed by environmental scanning electron microscopy (ESEM) and energy dispersive spectroscopy (EDS) techniques. Moreover, an X-ray microcomputed tomography (mu CT) was used to investigate SFCBs corrosion, and the amount of corrosion product was quantitatively analyzed. The test results indicate that the fiber types, the micropore structure of the fiber coating layer, and the manufacturing process of the SFCBs are the main factors affecting SFCBs' corrosion resistance. The SFCBs show excellent corrosion resistance. The amount of corrosion product on the FRP coated-steel interface was much less than that of ordinary steel bars that experienced the same corrosion process. The actual corrosion rate of a carbon-type SFCB is less than 1/10 that of an ordinary steel bar, and the actual corrosion rate of a glass-type SFCB is less than 1/100 of an ordinary steel bar.
引用
收藏
页码:272 / 284
页数:13
相关论文
共 52 条
[1]  
[Anonymous], ACI J
[2]   Buckling of steel reinforcing bars in FRP-confined RC columns: An experimental study [J].
Bai, Yu-Lei ;
Dai, Jian-Guo ;
Teng, J. G. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 140 :403-415
[3]   APPLICATIONS OF FARADAY LAWS OF ELECTROLYSIS IN METAL-FINISHING [J].
BARKER, D ;
WALSH, FC .
TRANSACTIONS OF THE INSTITUTE OF METAL FINISHING, 1991, 69 :158-162
[4]   An experimental and corrosion study on the effect of environmental exposures on RC columns with FRP composite jackets [J].
Belarbi, Abdeldjelil ;
Bae, Sang-Wook .
COMPOSITES PART B-ENGINEERING, 2007, 38 (5-6) :674-684
[5]   The corrosion inhibition of mild steel in acidic media by a new triazole derivative [J].
Bentiss, F ;
Lagrenee, M ;
Traisnel, M ;
Hornez, JC .
CORROSION SCIENCE, 1999, 41 (04) :789-803
[6]   Corrosion-induced cracking and bond behaviour of corroded reinforcement bars in SFRC [J].
Berrocal, Carlos G. ;
Fernandez, Ignasi ;
Lundgren, Karin ;
Loefgren, Ingemar .
COMPOSITES PART B-ENGINEERING, 2017, 113 :123-137
[7]   Inhibition of steel corrosion by calcium benzoate adsorption in nitrate solutions [J].
Blustein, G ;
Rodriguez, J ;
Romanogli, R ;
Zinola, CF .
CORROSION SCIENCE, 2005, 47 (02) :369-383
[8]   Deterioration of concrete due to reinforcement steel corrosion [J].
Cabrera, JG .
CEMENT & CONCRETE COMPOSITES, 1996, 18 (01) :47-59
[9]   DAMAGE TO REINFORCED-CONCRETE DUE TO REINFORCEMENT CORROSION [J].
CAPOZUCCA, R .
CONSTRUCTION AND BUILDING MATERIALS, 1995, 9 (05) :295-303
[10]   Predicting bond behavior of HB FRP strengthened concrete structures subjected to different confining effects [J].
Chen, Cheng ;
Sui, Lili ;
Xing, Feng ;
Li, Dawang ;
Zhou, Yingwu ;
Li, Pengda .
COMPOSITE STRUCTURES, 2018, 187 :212-225