Implications of Uncertainty in Service Life Modeling: Example of Chloride-Induced Corrosion of Reinforcement in RC Structure

被引:0
作者
Cheruku, Sumanth [1 ]
机构
[1] Pivot Engineers, 1000 Westbank Dr,Suite 5B, Austin, TX 78746 USA
来源
FORENSIC ENGINEERING 2018: FORGING FORENSIC FRONTIERS | 2018年
关键词
Uncertainty; Service life; Chloride Induced Corrosion; Initiation Period; Probabilistic Service Life; CONCRETE;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Service life estimates in the context of forensic engineering provide information valuable to quantify the observed (or alleged) damage. However, service life estimates are often a single, deterministic value despite recognition of the variance in the parameters used for the estimation. This paper evaluates the sources of variance in service life estimates and their consequence on the final life estimate through an example of initiation period of chloride induced corrosion of reinforcement in reinforced concrete structures. The effect of industry standard variances, including variance allowed within ASTM test procedures, and ACI tolerances, on the uncertainty in the corrosion initiation period were explored. The analysis helped identify the parameters that play a dominant role in the variance of the initiation period estimate. The paper highlights the value of this probabilistic information to the involved parties in properly estimating the scale and impact of the observed (or alleged) damage.
引用
收藏
页码:707 / 716
页数:10
相关论文
共 50 条
[21]   Service life of RC structures: chloride induced corrosion: prescriptive versus performance-based methodologies [J].
Marques, Pedro F. ;
Costa, Antonio ;
Lanata, Francesca .
MATERIALS AND STRUCTURES, 2012, 45 (1-2) :277-296
[22]   Chloride-induced reinforcement corrosion in cracked concrete: the influence of time of wetness on corrosion propagation [J].
Kaethler, Carolina Boschmann ;
Angst, Ueli M. ;
Ebell, Gino ;
Elsener, Bernhard .
CORROSION ENGINEERING SCIENCE AND TECHNOLOGY, 2021, 56 (01) :1-10
[23]   Modeling and probabilistic evaluation of repair strategies in the initiation phase of chloride-induced corrosion of the reinforcement of concrete structures [J].
Van Den Hende, Karel ;
Helderweirt, Stef ;
Botte, Wouter ;
Matthys, Stijn ;
Lombaert, Geert ;
Caspeele, Robby .
STRUCTURAL CONCRETE, 2024, 25 (02) :1257-1274
[24]   Probabilistic evaluation of chloride-induced corrosion effects on design parameters of RC beams [J].
Hasandoost, Ali Akbar ;
Karimi, Amir ;
Shayanfar, Mohsen Ali ;
Ghanooni-Bagha, Mohammad .
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2023, 27 (14) :4197-4211
[25]   Effectiveness of concrete surface treatment materials in reducing chloride-induced reinforcement corrosion [J].
Ibrahim, M ;
Al-Gahtani, AS ;
Maslehuddin, M ;
Almusallam, AA .
CONSTRUCTION AND BUILDING MATERIALS, 1997, 11 (7-8) :443-451
[26]   Morphological and mechanical characterization of reinforcement in cracked elements exposed to chloride-induced corrosion [J].
Leporace-Guimil, Bruno ;
Russo, Nicoletta ;
Lollini, Federica ;
Conforti, Antonio .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 364
[27]   Assessment of chloride-induced reinforcement corrosion protection of modified sulfur polymer composites [J].
Rasheed, Quaid ;
Sikandar, Muhammad Ali ;
Khan, Muhammad Hanif ;
Akash, Kalsoom ;
Nasir, Hassan ;
Khan, Beenish Jehan .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 268
[28]   Half-Cell Potential as an Indicator of Chloride-Induced Rebar Corrosion Initiation in RC [J].
Pradhan, Bulu ;
Bhattacharjee, B. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2009, 21 (10) :543-552
[29]   Probabilistic and Statistical Modeling of Chloride-Induced Corrosion for Concrete Containing Metakaolin [J].
Al-alaily, Hossam S. ;
Hassan, Assem A. A. ;
Hussein, Amgad A. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2017, 29 (11)
[30]   Life-Cycle Seismic Fragility Assessment of Existing RC Bridges Subject to Chloride-Induced Corrosion in Marine Environment [J].
Hu, Sicong ;
Wang, Zheyan ;
Guo, Yu ;
Xiao, Gui .
ADVANCES IN CIVIL ENGINEERING, 2021, 2021