Load-carrying capacity degradation of reinforced concrete piers due to corrosion of wrapped steel plates |
Gao, Shengbin
(Department of Civil Engineering, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University)
Ikai, Toyoki (Department of Civil Engineering, Meijo University) Ni, Jie (The IT Electronic 11th Design & Research Institute) Ge, Hanbin (Department of Civil Engineering, Meijo University) |
1 | Kaita, T., Appuhamy, J.M.R.S., Ohga, M. and Fujii, K. (2012), "An enhanced method of predicting effective thickness of corroded steel plates", Steel Compos. Struct., Int. J., 12(5), 379-393. DOI |
2 | Kang, W.H., Uy, B., Tao, Z. and Hicks, S. (2015), "Design strength of concrete-filled steel columns", Adv. Steel Constr., 11(2), 165-184. |
3 | Karagah, H., Shi, C. and Dawood, M. (2015), "Experimental investigation of short steel columns with localized corrosion", Thin-Wall. Struct., 87, 191-199. DOI |
4 | Khedmati, R.M., Esmaeil Nouri, Z.H.M. and Roshanali, M.M. (2011), "An effective proposal for strength evaluation of steel plates randomly corroded on both sides under uniaxial compression", Steel Compos. Struct., Int. J., 11(3), 183-205. DOI |
5 | Maekawa, K., Takemura, J., Irawan, P. and Irie, M. (1993), "Continuum fracture in concrete nonlinearity under triaxial confinement", Proc. Japan Society Civ. Eng. (JSCE), 18(46), 113-122. |
6 | Saito, S., Kameyama, Y., Hikosaka, H. and Isibashi, O. (1996), "Finite element analysis of reinforced concrete bridge piers retrofitted with steel jacketing", Tech. Rep. Kyushu Univ., 69(3), 231-237. [In Japanese] |
7 | Sharifi, Y. and Paik, J.K. (2011), "Ultimate strength reliability analysis of corroded steel-box girder bridges", Thin-Wall. Struct., 49(1), 157-166. DOI |
8 | Shi, C., Karagah, H., Dawood, M. and Belarbi, A. (2014), "Numerical investigation of H-shaped short steel piles with localized severe corrosion", Eng. Struct., 73, 114-124. DOI |
9 | Silva, J. and Garbatov, Y. (2013), "Ultimate strength assessment of rectangular steel plates subjected to a random localized corrosion degradation", Eng. Struct., 52, 295-305. DOI |
10 | Wan, M.L. and Han, J.Y. (1995), Technology of Strengthening Concrete Structure, Architecture and Building Press, Beijing, China. [In Chinese] |
11 | Wang, X.H. and Liu, X.L. (2012), "Effects of length and location of steel corrosion on the behavior and load capacity of reinforced concrete columns", J. Shanghai Jiaotong Univ. (Sci.), 17(4), 391-400. DOI |
12 | Zhang, B. (2011), Effect of Corrosion on the Performance of Concrete-filled Steel Tubes, Chongqing Jiaotong University, Chongqing, China. [In Chinese] |
13 | Gao, S.B. and Ge, H.B. (2007), "Numerical simulation of hollow and concrete-filled steel columns", Adv. Steel Const., Int. J., 3(3), 668-678. |
14 | ABAQUS analysis user's manual (2010), SIMULIA, Providence, RI, USA. |
15 | Fan, J.S., Li, Q.W., Nie, J.G. and Zhou, H. (2014), "Experimental study on the seismic performance of 3d joints between concrete-filled square steel tubular columns and composite beams", J. Struct. Eng., ASCE, 140(12), 04014094(13). DOI |
16 | Fang, C.Q. and Kou, X.J. (2005), "The effect of steel corrosion on bond strength in concrete structures", J. Shanghai Jiaotong Univ. (Sci.), E-10(4), 436-440. |
17 | GB50011-2010 (2010), Code for seismic design of buildings, China Architecture and Building Press, Beijing, China. [In Chinese] |
18 | Han, L.H., Tan, Q.H. and Song, T.Y. (2015), "Fire performance of steel reinforced concrete columns", J. Struct. Eng., ASCE, 141(4), 04014128(13). DOI |
19 | Hou, C., Han, L.H. and Zhao, X.L. (2013), "Full-range analysis on square CFST stub columns and beams under loading and chloride corrosion", Thin-Wall. Struct., 68, 50-64. DOI |