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Volumn 105, Issue 1, 2008, Pages 3-10

Prediction of reinforcement corrosion in concrete and its effects on concrete cracking and strength reduction

Author keywords

Cracking; Serviceability; Steel corrosion; Strength

Indexed keywords

CONCRETE CONSTRUCTION; CORROSION; CRACK INITIATION; STOCHASTIC MODELS; STRENGTH OF MATERIALS;

EID: 39749194489     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (44)

References (38)
  • 2
    • 0010053274 scopus 로고    scopus 로고
    • ACI Committee 365, American Concrete Institute, Farmington Hills, MI, 44 pp
    • ACI Committee 365, 2000, "Service Life Prediction (365.1R-00)," American Concrete Institute, Farmington Hills, MI, 44 pp.
    • (2000) Service Life Prediction (365.1R-00)
  • 3
    • 0032023171 scopus 로고    scopus 로고
    • Predicting the Service Life of Concrete Marine Structures: An Environmental Methodology
    • Mar.-Apr, pp
    • Amey, S. L.; Johnson, D. A.; Miltenberger, M. A.; and Farzam, H., 1998, "Predicting the Service Life of Concrete Marine Structures: An Environmental Methodology," ACI Materials Journal, V. 95, No. 2, Mar.-Apr., pp. 205-214.
    • (1998) ACI Materials Journal , vol.95 , Issue.2 , pp. 205-214
    • Amey, S.L.1    Johnson, D.A.2    Miltenberger, M.A.3    Farzam, H.4
  • 4
    • 0027684424 scopus 로고
    • Cover Cracking as a Function of Rebar Corrosion: Part 1 - Experimental Test
    • Andrade, C.; Alonso, C.; and Molina, F. J, 1993, "Cover Cracking as a Function of Rebar Corrosion: Part 1 - Experimental Test," Material and Structures, V. 26, pp. 453-464.
    • (1993) Material and Structures , vol.26 , pp. 453-464
    • Andrade, C.1    Alonso, C.2    Molina, F.J.3
  • 5
    • 0003212259 scopus 로고
    • Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete
    • ASTM C876, ASTM International, West Conshohocken, PA, pp
    • ASTM C876, 1991, "Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete," ASTM International, West Conshohocken, PA, pp. 425-430.
    • (1991) , pp. 425-430
  • 6
    • 0032623405 scopus 로고    scopus 로고
    • The Derivation of Input Data for Modeling Chloride Ingress from Eight-Year UK Coastal Exposure Trials
    • Bamforth, P. B., 1999, "The Derivation of Input Data for Modeling Chloride Ingress from Eight-Year UK Coastal Exposure Trials," Magazine of Concrete Research, V. 51, No. 2, pp. 89-96.
    • (1999) Magazine of Concrete Research , vol.51 , Issue.2 , pp. 89-96
    • Bamforth, P.B.1
  • 7
    • 0018478274 scopus 로고
    • Physical Model for Steel Corrosion in Concrete Sea Structures-Theory
    • Bažant, Z. P., 1979, "Physical Model for Steel Corrosion in Concrete Sea Structures-Theory," Journal of Structural Division, ASCE, V. 105, No. ST6, pp. 1137-1153.
    • (1979) Journal of Structural Division, ASCE , vol.105 , Issue.ST6 , pp. 1137-1153
    • Bažant, Z.P.1
  • 9
    • 39749103092 scopus 로고    scopus 로고
    • Bentur, A.; Diamond, S.; and Berke, N. S., 1997, Steel Corrosion in Concrete: Fundamentals and Civil Engineering Practice, E&FN Spon, London, UK, 201 pp.
    • Bentur, A.; Diamond, S.; and Berke, N. S., 1997, Steel Corrosion in Concrete: Fundamentals and Civil Engineering Practice, E&FN Spon, London, UK, 201 pp.
  • 10
    • 39749148587 scopus 로고    scopus 로고
    • British Standard BS 8110, 1997, Structural Use of Concrete-Code of Practice for Design and Construction - Part 1, British Standards Institute, London, UK, 168 pp.
    • British Standard BS 8110, 1997, "Structural Use of Concrete-Code of Practice for Design and Construction - Part 1," British Standards Institute, London, UK, 168 pp.
  • 11
    • 19244370820 scopus 로고    scopus 로고
    • Mechanical Behavior of Corroded Reinforced Concrete Beams, Part I: Experimental Study of Corroded Beams
    • Castel, A.; Francois, R.; and Arliguie, G., 2000, "Mechanical Behavior of Corroded Reinforced Concrete Beams, Part I: Experimental Study of Corroded Beams," Material and Structures, V. 33, pp. 539-544.
    • (2000) Material and Structures , vol.33 , pp. 539-544
    • Castel, A.1    Francois, R.2    Arliguie, G.3
  • 12
    • 0036590277 scopus 로고    scopus 로고
    • Corrosion Cracking and Bond Strength Modeling for Corroded Bars in Reinforced Concrete
    • May-June, pp
    • Coronelli, D., 2002, "Corrosion Cracking and Bond Strength Modeling for Corroded Bars in Reinforced Concrete," ACI Structural Journal, V. 99, No. 3, May-June, pp. 267-276.
    • (2002) ACI Structural Journal , vol.99 , Issue.3 , pp. 267-276
    • Coronelli, D.1
  • 13
    • 0012576059 scopus 로고    scopus 로고
    • Concrete Durability
    • Department of Civil Engineering, University of Dundee, Dundee, Scotland, 65 pp
    • Dhir, R. K., 1999, "Concrete Durability," Lecture Notes, Department of Civil Engineering, University of Dundee, Dundee, Scotland, 65 pp.
    • (1999) Lecture Notes
    • Dhir, R.K.1
  • 14
    • 0345009038 scopus 로고    scopus 로고
    • Effect of Microcracking and Cracking on the Development of Corrosion in Reinforced Concrete Members
    • Francois, R., and Arliguie, G., 1999, "Effect of Microcracking and Cracking on the Development of Corrosion in Reinforced Concrete Members," Magazine of Concrete Research, V. 51, No. 2, pp. 143-150.
    • (1999) Magazine of Concrete Research , vol.51 , Issue.2 , pp. 143-150
    • Francois, R.1    Arliguie, G.2
  • 15
    • 0035353820 scopus 로고    scopus 로고
    • Francois, R., and Castel, A., 2001, discussion on Influences of Bending Crack and Water-Cement Ratio on Chloride-Induced Corrosion of Main Reinforcing Bars and Stirrups, ACI Materials Journal, V. 98, No. 3, May-June, pp. 276-278.
    • Francois, R., and Castel, A., 2001, discussion on "Influences of Bending Crack and Water-Cement Ratio on Chloride-Induced Corrosion of Main Reinforcing Bars and Stirrups," ACI Materials Journal, V. 98, No. 3, May-June, pp. 276-278.
  • 16
    • 0031106256 scopus 로고    scopus 로고
    • Reliability of Reinforced Concrete Girders under Corrosion Attack
    • Frangopol, D. M.; Lin, K. Y.; and Estes, A., 1997, "Reliability of Reinforced Concrete Girders under Corrosion Attack," Journal of Structural Engineering, ASCE, V. 123, No. 3, pp. 286-297.
    • (1997) Journal of Structural Engineering, ASCE , vol.123 , Issue.3 , pp. 286-297
    • Frangopol, D.M.1    Lin, K.Y.2    Estes, A.3
  • 17
    • 0005394205 scopus 로고    scopus 로고
    • Some Questions on the Corrosion of Steel in Concrete - Part II: Corrosion Mechanism and Monitoring, Service Life Prediction and Protection Methods
    • Gonzalez, J. A.; Feliu, S.; Rodriguez, P.; Lopez, W.; Alonso, C.; and Andrade, C., 1996, "Some Questions on the Corrosion of Steel in Concrete - Part II: Corrosion Mechanism and Monitoring, Service Life Prediction and Protection Methods," Materials and Structures, V. 29, pp. 97-104.
    • (1996) Materials and Structures , vol.29 , pp. 97-104
    • Gonzalez, J.A.1    Feliu, S.2    Rodriguez, P.3    Lopez, W.4    Alonso, C.5    Andrade, C.6
  • 18
    • 0033189940 scopus 로고    scopus 로고
    • Effects of Cyclic Chloride Exposure on Penetration of Concrete Cover
    • Hong, K., and Hooton, R. D., 1999, "Effects of Cyclic Chloride Exposure on Penetration of Concrete Cover," Cement and Concrete Research, V. 29, pp. 1379-1386.
    • (1999) Cement and Concrete Research , vol.29 , pp. 1379-1386
    • Hong, K.1    Hooton, R.D.2
  • 20
    • 0036524332 scopus 로고    scopus 로고
    • Initiation of Chloride Induced Reinforcement Corrosion in Concrete Structural Members - Prediction
    • Mar.-Apr, pp
    • Li, C. Q., 2002, "Initiation of Chloride Induced Reinforcement Corrosion in Concrete Structural Members - Prediction," ACI Structural Journal, V. 99, No. 2, Mar.-Apr., pp. 133-141.
    • (2002) ACI Structural Journal , vol.99 , Issue.2 , pp. 133-141
    • Li, C.Q.1
  • 21
    • 10844289729 scopus 로고    scopus 로고
    • Life Cycle Modelling of Corrosion Affected Concrete Structures - Propagation
    • Li, C. Q., 2003, "Life Cycle Modelling of Corrosion Affected Concrete Structures - Propagation," Journal of Structural Engineering, ASCE, V. 129, No. 6, pp. 753-761.
    • (2003) Journal of Structural Engineering, ASCE , vol.129 , Issue.6 , pp. 753-761
    • Li, C.Q.1
  • 22
    • 33747043081 scopus 로고    scopus 로고
    • An Analytical Model for Corrosion Induced Crack Width in Reinforced Concrete Structures
    • July-Aug, pp
    • Li, C. Q.; Melchers, R. E.; and Zheng, J. J., 2006, "An Analytical Model for Corrosion Induced Crack Width in Reinforced Concrete Structures," ACI Structural Journal, V. 103, No. 4, July-Aug., pp. 479-487.
    • (2006) ACI Structural Journal , vol.103 , Issue.4 , pp. 479-487
    • Li, C.Q.1    Melchers, R.E.2    Zheng, J.J.3
  • 23
    • 0041781036 scopus 로고    scopus 로고
    • New Solution for Prediction of Chloride Ingress in Reinforced Concrete Flexural Members
    • July-Aug, pp
    • Li, C. Q.; Zheng, J. J.; and Shao, L., 2003, "New Solution for Prediction of Chloride Ingress in Reinforced Concrete Flexural Members," ACI Materials Journal, V. 100, No. 4, July-Aug., pp. 319-325.
    • (2003) ACI Materials Journal , vol.100 , Issue.4 , pp. 319-325
    • Li, C.Q.1    Zheng, J.J.2    Shao, L.3
  • 24
    • 0032205178 scopus 로고    scopus 로고
    • Modeling the Time-to-Corrosion Cracking in Chloride Contaminated Reinforced Concrete Structures
    • Nov.-Dec, pp
    • Liu, Y., and Weyers, R. E., 1998, "Modeling the Time-to-Corrosion Cracking in Chloride Contaminated Reinforced Concrete Structures," ACI Materials Journal, V. 95, No. 6, Nov.-Dec., pp. 675-681.
    • (1998) ACI Materials Journal , vol.95 , Issue.6 , pp. 675-681
    • Liu, Y.1    Weyers, R.E.2
  • 26
    • 0037402056 scopus 로고    scopus 로고
    • Mathematical Modelling of the Diffusion Controlled Phase in Marine Immersion Corrosion of Mild Steel
    • Melchers, R. E., 2003, "Mathematical Modelling of the Diffusion Controlled Phase in Marine Immersion Corrosion of Mild Steel," Corrosion Science, V. 45, No. 5, pp. 923-940.
    • (2003) Corrosion Science , vol.45 , Issue.5 , pp. 923-940
    • Melchers, R.E.1
  • 27
    • 33645374827 scopus 로고    scopus 로고
    • Phenomenological Modeling of Reinforcement Corrosion in Marine Environments
    • Jan.-Feb, pp
    • Melchers, R. E., and Li, C. Q., 2006, "Phenomenological Modeling of Reinforcement Corrosion in Marine Environments," ACI Materials Journal, V. 103, No. 1, Jan.-Feb., pp. 25-32.
    • (2006) ACI Materials Journal , vol.103 , Issue.1 , pp. 25-32
    • Melchers, R.E.1    Li, C.Q.2
  • 29
    • 0043240766 scopus 로고    scopus 로고
    • Mohammed, T. U., and Hamada, H., 2003, discussion on Initiation of Chloride-Induced Reinforcement Corrosion in Concrete Structural Members-Prediction, ACI Structural Journal, V. 100, No. 1, Jan.-Feb.,pp. 126-127.
    • Mohammed, T. U., and Hamada, H., 2003, discussion on "Initiation of Chloride-Induced Reinforcement Corrosion in Concrete Structural Members-Prediction," ACI Structural Journal, V. 100, No. 1, Jan.-Feb.,pp. 126-127.
  • 30
    • 0035310421 scopus 로고    scopus 로고
    • Modeling Cover-Cracking Due to Reinforcement Corrosion in RC Structures
    • Pantazopoulou, S. J., and Papoulia, K. D., 2001, "Modeling Cover-Cracking Due to Reinforcement Corrosion in RC Structures," Journal of Engineering Mechanics, ASCE, V. 127, No. 4, pp. 342-351.
    • (2001) Journal of Engineering Mechanics, ASCE , vol.127 , Issue.4 , pp. 342-351
    • Pantazopoulou, S.J.1    Papoulia, K.D.2
  • 32
    • 0034001317 scopus 로고    scopus 로고
    • A Proposed Empirical Corrosion Model for Reinforced Concrete
    • Roberts, M. B.; Atkins, C.; Hogg, V.; and Middleton, C., 2000, "A Proposed Empirical Corrosion Model for Reinforced Concrete," Structures and Buildings, V. 140, No. 1, pp. 1-11.
    • (2000) Structures and Buildings , vol.140 , Issue.1 , pp. 1-11
    • Roberts, M.B.1    Atkins, C.2    Hogg, V.3    Middleton, C.4
  • 33
    • 0023366617 scopus 로고
    • Optimal Strategies for Inspection and Repair of Structural System
    • Thoft-Christensen, P., and Sorensen, J. D., 1987, "Optimal Strategies for Inspection and Repair of Structural System," Civil Engineering Systems, V. 4, pp. 94-100.
    • (1987) Civil Engineering Systems , vol.4 , pp. 94-100
    • Thoft-Christensen, P.1    Sorensen, J.D.2
  • 35
    • 0004127314 scopus 로고
    • Swedish Cement and Concrete Research Institute, pp
    • Tuutti, K., 1982, Corrosion of Steel in Concrete, Swedish Cement and Concrete Research Institute, pp. 17-21.
    • (1982) Corrosion of Steel in Concrete , pp. 17-21
    • Tuutti, K.1
  • 36
    • 0031342696 scopus 로고    scopus 로고
    • Reliability of Deteriorating RC Slab Bridges
    • Val, V. D., and Melchers, R. E., 1997, "Reliability of Deteriorating RC Slab Bridges," Journal of Structural Engineering, ASCE, V. 123, No. 12, pp. 1638-1644.
    • (1997) Journal of Structural Engineering, ASCE , vol.123 , Issue.12 , pp. 1638-1644
    • Val, V.D.1    Melchers, R.E.2
  • 38
    • 0003592337 scopus 로고
    • Concrete Bridge Protection and Rehabilitation: Chemical and Physical Techniques
    • Strategic Highway Research Program, National Research Council, Washington, DC, 36 pp
    • Weyers, R. E.; Fitch, M. G.; Larsen, E. P.; Al-Qadi, I. L.; Chamberlin, W. P.; and Hoffman, P. C., 1994, "Concrete Bridge Protection and Rehabilitation: Chemical and Physical Techniques," SHRP-S-668, Strategic Highway Research Program, National Research Council, Washington, DC, 36 pp.
    • (1994) SHRP-S-668
    • Weyers, R.E.1    Fitch, M.G.2    Larsen, E.P.3    Al-Qadi, I.L.4    Chamberlin, W.P.5    Hoffman, P.C.6


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.