journal article·2005Open access

Proposal for Quantitative Evaluation Methodology of Inspection Value in Maintenance of Concrete Structures Based on Repair-Risk

Yoshitaka Kato, Taketo Uomoto

Abstract

Appropriate asset management requires the accurate prediction of the future performance of a structure until the end of its life cycle. However, predictions of concrete structure deterioration are often executed with uncertain information since structure qualities may differ from design due to construction errors. A more accurate prediction can be obtained by inspecting the actual structure, but random inspections are not useful since the entire structure should be maintained. If the influence of inspection on the accuracy of prediction results can be quantitatively evaluated, then an efficient inspection plan that prioritizes structures can be developed.In this research, a repair-risk method is proposed to quantitatively evaluate the effect of inspection on the accuracy of predicted results. The repair-risk was calculated using the predicted results of concrete deterioration caused by corrosion-induced damage due to salt attack. The repair-risk method also considers the risk curve of the repair cost. Even when multiple structures are to be managed, an inspection plan (selecting inspection items, evaluating the effect of the inspection method, and selecting structures) can be designed using the proposed method.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Concrete Corrosion and Durability

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

International Center for Urban Safety Engineering, Institute of Industrial Science, University of Tokyo, Japan.

References (6)

Show source-provided references
1. Ishida, T., Kato, T., Ninomiya, S. and Maekawa, K. (2001). “Quantitative evaluation of non-uniform quality of concrete in RC members.” Concrete Library of JSCE, 38, 183-205.
2. ISO/IEC Guide 73 (2002). “Risk management -Vocabulary- Guidelines for use in standards.”
3. Japan Society of Civil Engineers (2005). “Standard specifications for concrete structures-2001 (Maintenance).”
4. Kato, Y. and Uomoto, T. (2005). “Modeling of effective diffusion coefficient of substances in concrete considering spatial properties of composition materials.&rdquo10.3151/jact.3.241 ↗
5. Journal of Advanced Concrete Technology [online], 3 (2), 241-251. Available from: http://www. jstage.jst.go.jp/browse/jact/3/2/_contents [Accessed 11 July 2005].10.3151/jact.3.241 ↗
6. Maeda, S., Takewaka, K., Yamaguchi, T. and Kitabatake, H. (2003). “Analysis of data on chloride diffusion process into concrete under marine environment.” Proceedings of EASEC-9, CMT-136-141.