[1]
X. Weichen, Experimental studies on concrete structures reinforced with epoxy coated bars (in Chinese), Journal of Tongji University, 07(2001)769-773.
Google Scholar
[2]
X. Qingfeng and J. Yongsheng, The effective factors of bond and anchorage performances of epoxy coated reinforcement(in Chinese), Industrial Construction, 06(1999)45.
Google Scholar
[3]
Y. Wanli and W. Xiaorong. Technological principle, development process and application of epoxy resin coated steel bar both in china and abroad(in Chinese), Port&Waterway Engineering, 08(1999) 2.
Google Scholar
[4]
Z. Peng, Z. Jun, L. Qing, H. Tianli and H. Renchang, Experiment of anchorage properties for epoxy resin coated undeformed bars(in Chinese), Journal of Shandong Institute of Building Materials, 1(1999)56.
Google Scholar
[5]
W. Hoe Kwan, C. Ban Cheah and M. Ramli, Accelerated curing regimes for polymer-modified cement, Magazine of Concrete Research, 23(2015)1233-1241.
DOI: 10.1680/macr.14.00097
Google Scholar
[6]
L. Zhiyong. A kind of coating that possess self-repairing and protecting function and its preparation method(in Chinese), Chinese patent, ZL201210036867. 3. July16 (2014).
Google Scholar
[7]
X. Yuanliang, Y. Zhengguang, L. Zhiyong,Z. Yangyang. Bond behaviors of polymer cement coated plain steel bar with concrete and finite element modeling. (in chinese) Journal of Yantai University. 2(2016)135-139.
DOI: 10.2174/1874149501610010571
Google Scholar
[8]
D. Yodmalai, S. Tangtermsirikul, R. Sahamitmongkol and Luckhana Lawtrakul, Carbonation resistance of concrete with crystalline material coating, Magazine of Concrete Research, 21(2015)573-582.
DOI: 10.1680/macr.2011.63.8.573
Google Scholar
[9]
A. Dousti and M. Shekarchi, Effect of exposure temperature on chloride-binding capacity of cementing materials, Magazine of Concrete Research, 15(2015) 821-832.
DOI: 10.1680/macr.14.00327
Google Scholar
[10]
N. Ganesan, P. V. Indira and A. Santhakumar, Bond behaviour of reinforcing bars embedded in steel fibre reinforced geopolymer concrete, Magazine of Concrete Research, 1(2015)9-16.
DOI: 10.1680/macr.14.00125
Google Scholar
[11]
S. Huai-shuai, Z. Tie-jun and C. Wei-qun, Bond behavior between steel bar and recycled aggregate concrete after freeze–thaw cycles, Cold Regions Science and Technology, 118(2015)38–44.
DOI: 10.1016/j.coldregions.2015.06.008
Google Scholar
[12]
Chinese norms, Common portland cement. Natl. Stand GB175-2007, People's Republic of China, China, (2007).
Google Scholar
[13]
Chinese norms, Standard for Test Method of Long-term Performance and Durability of Ordinary Concrete (GB/T50082-2009), China Building Industry Press, China, (2009).
Google Scholar
[14]
Chinese norms, Testing code of concrete for port and waterwog engineering(JTJ270-98), People's Traffic Press, China, (1999).
Google Scholar
[15]
L. Shanshan, The Influence Factors and the Mechanism of the Carbonation of Hardened Cement Pastes (in chinese), Chongqin University , (2014).
Google Scholar
[16]
O.A. Kayali and S.R. Yeomans, Bond of ribbed galvanized reinforcing steel in concrete, Cement and concrete composites, 22(2000)459-467.
DOI: 10.1016/s0958-9465(00)00049-4
Google Scholar
[17]
H. DA, Steel corrosion in concrete: how does it occur, Materials Protection, 6(1967)19-23.
Google Scholar