Formation mechanism and multi-factor model for surface chloride concentration of concrete in marine atmosphere zone
Abstract
Keywords
Full Text:
PDFReferences
Yang Green peak , Zhou Ming, Chen zheng. . Quantitative analysis of durability of marine concrete structures and Design J. Journal of Civil Engineering , 2014,47 : 70-79.
Yang Lufeng, Zhou Ming, Chen Zheng.) Quantitative analysis and design for durability of marine concrete struc-tures J]. Civil Engineering Journal, 2014, 70-79 (in Chinese)
Akiyama m, Frangopol D, Suzuki m. Integration of the effects of airborne chlorides into Reli Ability-based dura-bility of reinforced concrete structures in a marine J]. Structure & Infrastructure Engineering, (2): 125434
McGee R. Modeling of durability performance of Tasmanian bridges C]/applications of STATIS Tics and probabil-ity in civil Engineering. Sydney:a Balkema Publishers, 1999: 297-306
JTS 153-2015 Durability design standard for water transport engineering structure [S]. North Beijing : People's Traffic publishing house , 2015:53-55 (JTS 153-2015
Standard for durability of port and waterway engineering structure [S]. Beijing:china Communications Press, 2015:53-55 (in Chinese))
duracrete. R17 Final Technical report-general Guidelines for durability design and redesign R]. Denmark:the Eu-ropean Union,:43-48
NP EN 206-4 concrete-part specification, performance,
Production and conformity (in Portuguese) [S]. Lisbon:
IPQ, 2007
Lnec E465 concrete-methodology for estimating the concrete
Performance properties allowing to comply with the working life of the reinforced or pre-stressed concrete Structur ES under environmental exposures XC and XS (in Portuguese) [S]. Lisbon:laboratorio Nacional de
Engenharia Civil, 2007
Marques P F, Costa A, Lanata F. Service Life of RC
Structures:chloride induced corrosion:prescriptive versus performance-based J]. Materials and
Structures, 2012,45 (1/2) : 277-296
Cole I, Ganther W D, Paterson D A, et al holistic model for atmospheric Corrosion:part 2-- Experimental meas-urement of deposition of marine salts in a number of long range studies J]. Corrosion Engineering, Science and Technology, 2003,38 (4) :259-266
Cole I, Paterson d A, ganther W Holistic model for
Atmospheric Corrosion Part 1--theoretical framework for production, transportation and deposition of marine salt S J]. Corrosion Engineering, Science and Technology, 2003,38 (2) : 129-134
Meira G R, Andrade M C, Padaratz I J, et al. measurements
and modelling of marine salt transportation and deposition in a tropical region in Brazil J]. Atmospheric environment, 2006,40 (29) ^5596-5607
Meira G R, Andrade C, Alonso C, et al durability of concrete structures in marine Zones--the use of chloride dep-osition rate on the wet candle as a environmental J]. Cement and concrete composites (6) 1427-435
Chen y S, Chiu H J, Chan y W, et al. The correlation between Air-borne Salt and chlorides cumulated on concrete surface in the marine atmosphere zone in north Taiwan J]. Journal of Marine Science and Technology, 2013,21 (1): 24-34
Xu . Salt mist content and distribution in China's coastal atmosphere J]. Environment Technolo-gy 3 ,1994,4 () : 1-7
morcillo M, Chico B, mariaca L, et al. salinity in marine atmospheric Corrosion:its dependence on the wind re-gime existing in the site J]. CorrosionScience, 2000,42 (1):91-104
Mustafa m Ayusof K m. Atmospheric chloride Penetration into concrete in semitropical marine environment J]. Cementand concrete The,1994,24 (4): 661-670
Costa A., Appleton J. Chloride penetration into concrete in marine Environment--part i:main parameters affecting chloride J]. Materials and Structures, , 1999, 4 : 252-259
Castro P,De Rincon O T , Pazini E J. Interpretation of chloride profiles from concrete exposed to tropical marine J]. Cement and Concrete, 2001 (4) :529-537
Tang L P. Chloride ingress in concrete exposed to marine Environment:field s exposure [R]. Sweden, SP Swedish national testing and Institute,2003:59-50
Meira G RAndrade C, padaratz I J-, et al. chloride penetration into Concrete structures in the marine atmosphere zone relationship between deposition of chlorides on the wet candle and chlor Ides accumulated into concrete J. Cement and concrete composites, 2007, (9) :667-676
Alizadeh A R,ghods P ,Chini M, etal. Effect of curing conditions on the Service life Design-RC structures in the Persian Gulf region J]. Journal of materials in civil Engineering,2008,0 (1): 2~8
nanukuttan S V,basheer L , mccarter W J , et al. full-scale marine exposure tests on treated and untreated con-cretes^nitial 7-year J]. ACI materials Journal, 2008,105 (1) : 81-87
safehian Mramezanianpour a A. Assessment Service life models for determination of chloride penetration into silica fume concrete in the severe marine environmental Condition J]. Construction and building materi-als,2013, $ : 287-294
valipour m, Pargar F, Shekarchi m, et al. In situ study of chloride ingress in concretes containing natural zeolite, metakaolin and silica fume exposed to various E Xposure conditions in a harsh marine environment J]. Construction and building materials, 2013,46:63-70
Shire , Jin Zu, Wang Xiaojie. . chloride of concrete during exposure to the oceans ion Penetration study J]. Ocean Engineering , 2015,33 (5): 60-65 (Xue Huan, Jin Zuquan, Wang Xiaojie. chloride ion penetration into concrete exposed to marine environment for a long period J]. The Ocean Engineering, 2015, (5): 60-65 (in Chinese))
presuel-moreno F J, Arias W, Shill S, et al. diffusion vs.
concentration of chloride ions in concrete [R].
Tallahassee : Florida Department of Transportation Center, 2014
Gustafsson M E R, Franzen L Inland transport of marine aerosols in Southern Sweden [J]. Atmospheric Environ-ment (2) 1313-325
Fan Hong, Chi Tiejun, Xu Hongbo. . chloride intrusion in dock concrete on J]. Waterway Engineer-ing , 2006 (4) : 49-53 (Fan, Zhao Tiejun, Xu Hongbo. Chloride ingress in concrete of port structures J]. Port & waterway engimeering, 2006 (4) I 49-53 (in Chinese)) b119>
Li Chunqiu, Li Kefei. . chloride ion transmission in surface concrete under alternating wet and dry condi-tions lose : principle , Experiment and impersonation J]. Silicate Journal , 2010,38 (4): 581-589
Li Chunqiu, Li Kefei. Chloride ion transport in cover concrete under-drying wetting cycles:theory, experiment and modeling J]. Journal of the Chinese Ceramic Society, 4 1581-589 (in Chinese))
Cai Rong, , Yang Green Peak, Fallout . Ocean tidal Wave splash Zone concrete surface chlorine off Child concen-tration calculation model J]. Ocean Engineering , 2014 (5): 25-33
Cai Rong, Yang Lufeng, Yu Bo. Computing model for surface chloride concentration of concrete in marine tidal and splash J]. The Ocean Engineering, 2014, (5) 125-33 (in Chinese))
Sun Contao, correspondent, New Ditao, etc. . chloride-ion binding of fly ash concrete performance J]. Journal of Building Materials , 2016, 1:35-39
Sun Congtao, Song Hua, Niu Ditao, et al. chloride binding capacity of fly ash concrete J]. Journal of building Materials, 2016,19 (1): 35~39 (in Chinese))
Wang Sheng year, Li Kefei, , Fan Zhihong, etc. . Hong KONG-Zhuhai-Macau Bridge main concrete junc-tion construct 120a lifetime durability Countermeasures J]. Waterway Engineering , 2015 (3) : 78-84,92
Wang Shengnian, Li Kefei, Fan Zhihong, et al. Durability strategy for main concrete structure of the Kong--zhuhai--macao Bridge with designed service life of years J]. Port & Waterway Engineering, 2015 (3) : 78-84,92 (in Chinese))
Maes M, Gruyaert E, De belie N. Resistance of concrete with blastfurnace slag against s, investigated by compar-ing chloride profiles after migration and diffusion
J]. Materials & structures, 2013,46 (1-2) 189-403
hans • boni . Corrosion of reinforced concrete structures [M]. Beijing : Mechanical Industrial Publishing house ,2009 (Bohni H. Corrosion in reinforced concrete structures [M]. Beijing:china Machine Press, 2009 (in Chinese))
Oslakovic I S, Bjegovic D, mikulic D. Evaluation of service life design models on concrete str Uctures exposed to marine environment J]. Materials and structures, 2010,43 (Ten): 13974412
earth:a Global map of wind, weather, and ocean conditions
[Db/ol]. HTTPS t//earth. Nullschool.net/current/wind/surface/level/orthographic = 307. 48,-9. 1413/loc = -34.835,-7.159
Han Chozhou . Gauss Application of the Newton method in nonlinear regression analy-sis J]. Finance and Research ,1992 (3): A Mimiko 5
douglasmbates, Donaldgwatts. Nonlinear regression analysis and its apply M. Beijing : China Statistics publish-ing house , 1997
Vu K A T, Stewart M G. Structural reliability of concrete bridges including improved chloride- induced corrosion models J]. Structural Safety, 2000,22 (4): 313433
Zhengwei . Durability Analysis and research of marine concrete structure in South China [D]. Shanghai : Tongji University , 2009:18-33
Da Costa A, Fenaux M, Fernandez J, et al modelling of chloride penetration into non-saturated Concrete:case study application for real Marine offshore J]. Construction and building materials, 2013,43:217^24
Mohammed T U, Hamada H. Relationship between free chloride and total chloride contents in Conc Rete J]. Ce-ment and concrete, 2003,33 (9): 1487-1490
DOI: http://dx.doi.org/10.18686/jaoe.v4i1.1150
Refbacks
- There are currently no refbacks.
