OPTIMIZATION OF MAINTENANCE STRATEGY FOR CORRODED REINFORCED CONCRETE COLUMNS UPON GAMMA PROCESS

被引:0
|
作者
Jiang Y. [1 ]
Kang K.-B. [2 ]
Cui X.-L. [2 ]
Chen Y.-P. [2 ]
Chen H.-P. [1 ]
机构
[1] School of Transportation Engineering, East China Jiaotong University, Jiangxi, Nanchang
[2] China Railway Construction Group Corporation Limited, Beijing
来源
关键词
failure probability; optimized maintenance strategy; rebar corrosion; reinforced concrete column; residual capacity;
D O I
10.6052/j.issn.1000-4750.2022.05.S004
中图分类号
学科分类号
摘要
With the continuous degradation of in-service reinforced concrete (RC) structures, owners are urgently concerned about managing and maintaining a sea of RC members at the proper time with limited funds. Thusly, an optimized approach for the maintenance strategy of corrosion-damaged RC columns is presented upon the gamma process. By analyzing the performance deterioration of the corroded RC columns, proposed are the calculation models for estimating the residual bearing capacity under different damaged levels and various loading conditions. Meanwhile, the gamma process is adopted here to predict the failure probability of corroded columns by considering the uncertainty of structural deterioration. Moreover, the optimal maintenance time of the structure is determined by balancing the maintenance cost and the risk of structural failure. A numerical example is given to demonstrate the effectiveness of the models proposed. The results show that: the residual bearing capacity of RC columns can be significantly affected by the rebar corrosion level and load condition; when the allowable degradation limit of the corroded structure is smaller, the optimal maintenance time of the structure is advanced, and the corresponding expected relative cost increases. © 2023 Tsinghua University. All rights reserved.
引用
收藏
页码:234 / 240
页数:6
相关论文
共 21 条
  • [11] HUI Yunling, LI Rong, LIN Zhishen, Et al., Experimental studies on the property before and after corrosion of rebars in basic concrete members, Industrial Construction, 27, 6, (1997)
  • [12] CAIRNS J, DU Y, LAW D., Residual bond strength of corroded plain round bars [J], Magazine of Concrete Research, 58, 4, (2006)
  • [13] GAO Xianghua, WANG Xiaohui, WANG Jiantao, Study on load capacity of reinforced concrete column with partial length corrosion, China Concrete and Cement Products, 9, 9, (2011)
  • [14] HO J C M, KWAN A K H, PAM H J., Minimum flexural ductility design of high-strength concrete beams [J], Magazine of Concrete Research, 56, 1, (2004)
  • [15] JIANG Fengchang, ZHU Cimian, Analysis of buckling behavior of longitudinal bars affected by stirrup corrosion in concrete columns, Journal of Southeast University (Natural Science Edition), 38, 2, (2008)
  • [16] LEI Guoqiang, Experimental research on the carrying capacity of corroded R. C. columns, pp. 29-47, (2007)
  • [17] ALONSO C, ANDRADE C, RODRIGUEZ J, Et al., Factors controlling cracking of concrete affected by reinforcement corrosion [J], Materials and Structures, 31, 7, (1998)
  • [18] BANBA S, ABE T, NAGAOKA K, Et al., Evaluation method for bond-splitting behavior of reinforced concrete with corrosion based on confinement stress of concrete against corrosion expansion [J], Journal of Advanced Concrete Technology, 12, 1, (2014)
  • [19] CORONELLI D, HANJARI K Z, LUNDGREN K., Severely corroded RC with cover cracking [J], Journal of Structural Engineering, 139, 2, (2013)
  • [20] KHAN I, FRANCOIS R, CASTEL A., Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams [J], Cement and Concrete Research, 56, (2014)