Reliability-based efficiency considering CO2 emission owing to silane treatment on concrete structures under chloride attack
Source abstract
Abstract
An approach to consider two principal aspects, i.e., (1) reliability-based service life extension of silane-treated concrete under chloride attack and (2) the cumulative amount of CO2 emission owing to treating by silanes, is here developed based on totally ten random variables. As such, this study collects the experimental data on two main effects of silane treatment; penetration depth of silanes (42 tests) and effective diffusion coefficient of silane-treated concrete (21 tests) for proposing descriptors for illustrations. Apparently, the distribution type of the penetration depth and the diffusion coefficient ratio is found as Beta function and lognormal, respectively. As a tool, the Latin Hypercube scheme is integrated with a two-layer material model developed within Crank-Nicolson based finite difference method. Such material model is aimed at capturing spatial diffusion coefficient owing to the existence of silane-treated and substate concrete. Considering different random application times, three silane treatment strategies are adopted. From the study, the diffusion of chlorides in silane-treated zone is delayed causing about 135% extension of expected critical time, that the chloride content at a threshold depth approaches to the critical value of reinforcement corrosion. Incorporating the target reliability index of 0.84 (80% confidence of no reinforcement corrosion), the reliability-based service life is extended owing to silane treatment by about 32%. For judging the best silane treatment strategy, this study defines a terminology called “reliability-based efficiency” in terms of the ratio of the reliability-based service life extension after silane treatment to the expected cumulative amount of CO2 emission at the end of service life. Considering a proper design of treating by silanes, the quality of concrete must be selected based upon incorporating a specific target reliability or failure probability such that the effect of silane treatment is properly active.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete Corrosion and Durability · Concrete and Cement Materials Research · Recycled Aggregate Concrete Performance
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (46)
Show source-provided references
1. Sandy soil improvement using MICP-based urease enzymatic acceleration method monitored by real-time system10.1155/2021/6905802 ↗
2. Characteristics of sandy soil treated using EICP-based urease enzymatic acceleration method and natural hemp fibers
3. Effect of curing time on bond strength between reinforcement and fly-ash geopolymer concrete10.14416/j.asep.2020.03.006 ↗
4. Mechanical–transport–chemical modeling of electrochemical repair methods for corrosion-induced cracking in marine concrete10.1111/mice.12827 ↗
5. Electrochemical deposition method for load-induced crack repair of reinforced concrete structures: a numerical study10.1016/j.engstruct.2021.112903 ↗
6. Probabilistic approach for durability design of concrete structures in marine environments10.1061/(ASCE)MT.1943-5533.0001023 ↗
7. Sensitivity of service life extension and CO2 emission due to repairs by silane treatment applied on concrete structures under time-dependent chloride attack10.1155/2018/2793481 ↗
8. Probabilistic approach for durability design of reinforced concrete in marine environment10.1016/j.cemconres.2009.03.003 ↗
9. Design and optimization of maintenance strategies for a long life-span port project10.1617/s11527-012-9891-5 ↗
10. Surface treatments for concrete: assessment methods and reported performance10.1016/S0950-0618(97)00019-6 ↗
11. Influence of silane-based water repellent on the durability properties of recycled aggregate concrete10.1016/j.cemconcomp.2012.08.008 ↗
12. Surface-treated slag concrete: assessing performance under cyclic wetting10.1061/(ASCE)0899-1561(1998)10:3(198) ↗
13. Use of surface treatment materials to improve concrete durability10.1061/(ASCE)0899-1561(1999)11:1(36) ↗
14. T. Shimomura, Evaluation of effectiveness of surface protecting materials for concrete by numerical analysis, Proc. of Int. Work. on Durability of reinforced concrete under combined mechanical and climatic loads (CMCL), Qingdao, China, 2005.
15. Surface treatment of reinforced concrete in marine environment: Influence on chloride diffusion coefficient and capillary water absorption10.1016/j.conbuildmat.2008.06.013 ↗
16. Life cycle, sustainability and the transcendent quality of building materials10.1016/j.buildenv.2005.11.004 ↗
17. Crank · 1975
18. Environmental impacts of combined repairs on marine concrete structures10.3151/jact.13.205 ↗
19. NCHRP-558, Manual on service life of corrosion-damaged reinforced concrete bridge Superstructure Elements, 2006.
20. A review on concrete surface treatment Part I: types and mechanisms10.1016/j.conbuildmat.2016.12.025 ↗
21. von Rosenberg · 1969
22. Press · 1999
23. Numerical study of carbonation and its effect on chloride binding in concrete10.1016/j.cemconcomp.2019.103402 ↗
24. Combine ingress of chloride and carbonation in marine-exposed concrete under unsaturated environment: a numerical study10.1016/j.oceaneng.2019.106350 ↗
25. Chloride penetration into concrete in marine environment-Part II: prediction of long term chloride penetration10.1007/BF02479627 ↗
26. Probabilistic assessment to predict the time to corrosion of steel in reinforced concrete tunnel box exposed to sea water10.1016/j.conbuildmat.2009.05.007 ↗
27. Quantification of the service life extension and environmental benefit of chloride exposed self-healing concrete
28. A. Petcherdchoo, Maintaining condition and safety of deteriorating bridges by probabilistic models and optimization, PhD. thesis, U. of Colorado, Boulder, 2004.
29. P.D. Cady, Sealers for portland cement concrete highway facilities, Synthesis of Highway Practice 209, National Cooperative Highway Research Program, 1994.
30. D.W. Pfeifer, M.J. Scali, Concrete sealers and protection of bridge structures, NCHRP report 244, Transport Research Board, National Research Council, December 1981.
31. T. Nielsen, Testing of the proofing agent, Report for the Dynamit Nobel of West Germany, Technological lnstitute, West Germany, September 1985.
32. M.D. Smith, Silane chemical protection of bridge decks, Technical Report FHWA/OK 86(4). Oklahoma Department of Transportation, December 1986.
33. H.L. Robinson, An evaluation of silane treated concrete, Half day meeting. Improvements in the Durability of Reinforced Concrete by Additiues and Coatings. Institution of Civil Engineers, Structural Engineering Group, February 1987.
34. R.M. Rollings, B. Chojnacki, A laboratory evaluation of concrete surface sealants: Phase 2. Ministry of Transportation of Ontario, MI-127, Engineering Materials Office, Concrete Section, 1988.
35. Camina · 1988
36. Hydrophobic treatment of concrete10.1016/S0950-0618(97)00046-9 ↗
37. Durability and water absorption properties of surface treated concretes10.1617/s11527-010-9679-4 ↗
38. J.A. Pincheira, M.A. Dorshorst, Evaluation of concrete deck and crack sealers, Wisconsin Highway Research Program #0092-03-09.
39. H. Tanaka, M. Kurita, T. Miyagawa, Prediction of chloride ion penetration for concrete impregnated with silane water-repellent material, Third International Conference on Sustainable Construction Materials and Technologies, Kyoto Research Park, Kyoto, Japan, 2013.10.1201/b17618-137 ↗
40. Life-cycle assessment of repair and maintenance systems for concrete structures
41. Reliability assessment of deteriorating reinforced concrete structures by representing the coupled effect of corrosion initiation and progression by Bayesian networks10.1016/j.strusafe.2016.05.005 ↗
42. DuraCrete, Statistical quantification of the variables in the limit state functions, research project no. BE95-1347/R9, The European Union: Brite EuRam III; 2000.
43. Numerical study on cracking and its effect on chloride transport in concrete subjected to external load10.1016/j.conbuildmat.2022.126797 ↗
44. Deterministic and probabilistic approaches for corrosion in RC structures: a direct proposed model to total service life predictions
45. Probabilistic lifetime-oriented multiobjective optimization of bridge maintenance: combination of maintenance types10.1061/(ASCE)0733-9445(2006)132:11(1821) ↗
46. Probabilistic model for single and multiple action costs in maintaining both condition and safety of deteriorating reinforced concrete bridges