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
[41]   Using X-ray microtomography to study the initiation of chloride-induced reinforcement corrosion in cracked concrete [J].
Bernachy-Barbe, Fabien ;
Sayari, Takwa ;
Dewynter-Marty, Veronique ;
L'Hostis, Valerie .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 259
[42]   A New Performance-Based Test for Assessing Chloride-Induced Reinforcement Corrosion Resistance of Geopolymer Mortars [J].
Ichimiya, Kazuo ;
Yamamoto, Rieru ;
Ikeda, Ko ;
Nguyen, Quang Dieu ;
Castel, Arnaud .
MATERIALS, 2024, 17 (21)
[43]   Influence of Climate Change on the Probability of Chloride-Induced Corrosion Initiation for RC Bridge Decks Made of Geopolymer Concrete [J].
Amleh, Lamya ;
Hassan, Mostafa ;
Hussein, Luaay .
SUSTAINABILITY, 2024, 16 (18)
[44]   Experimental Evaluation of the Scale of Fluctuation for Spatial Variability Modeling of Chloride-Induced Reinforced Concrete Corrosion [J].
O'Connor, A. J. ;
Kenshel, O. .
JOURNAL OF BRIDGE ENGINEERING, 2013, 18 (01) :3-14
[45]   Probability-based modeling of chloride-induced corrosion in concrete structures including parameters correlation [J].
Lounis, Z. ;
Saassouh, B. ;
Zhang, J. .
APPLICATIONS OF STATISTICS AND PROBABILITY IN CIVIL ENGINEERING, 2011, :1206-1212
[46]   Chloride-induced corrosion in reinforced concrete and fiber reinforced concrete elements under tensile service loads [J].
Leporace-Guimil, Bruno ;
Conforti, Antonio ;
Zerbino, Raul ;
Plizzari, Giovanni A. .
CEMENT & CONCRETE COMPOSITES, 2021, 124
[47]   Impact of chloride-induced corrosion pits on the mechanical properties of reinforcement bars through 3D scanning and degradation analysis [J].
Khuptong, Lalhmangaihzuali ;
Kumar, P. C. Ashwin ;
Sharma, Umesh Kumar .
CONSTRUCTION AND BUILDING MATERIALS, 2025, 470
[48]   Time-dependent fragility analysis of a nuclear containment structure under internal pressure and chloride-induced corrosion [J].
Ding, Jia-Yi ;
Fei, Zi-Jian ;
Feng, De-Cheng .
NUCLEAR ENGINEERING AND DESIGN, 2023, 415
[49]   Probabilistic modeling of chloride-induced corrosion in concrete structures using first- and second-order reliability methods [J].
Saassouh, Bassem ;
Lounis, Zoubir .
CEMENT & CONCRETE COMPOSITES, 2012, 34 (09) :1082-1093
[50]   Synergistic protection of borate and silicate salts composite for controlling the chloride-induced pitting and uniform corrosion of steel reinforcement bars embedded in mortars [J].
Hussain, Raja Rizwan ;
Alhozaimy, Abdulrahman ;
Al-Negheimish, Abdulaziz ;
Singh, D. D. N. ;
Ahmed, Mshtaq .
SCIENTIFIC REPORTS, 2024, 14 (01)