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Volumn 236, Issue 11, 2006, Pages 1123-1139

Analytical model for time to cover cracking in RC structures due to rebar corrosion

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY VALUE PROBLEMS; CORROSION; CRACK INITIATION; DEGRADATION; IRON; OXIDATION; REINFORCED CONCRETE; STEEL; TENSILE STRENGTH; TENSILE STRESS;

EID: 33748639724     PISSN: 00295493     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.nucengdes.2005.10.011     Document Type: Article
Times cited : (119)

References (24)
  • 2
    • 0025401592 scopus 로고
    • Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members
    • Al-Sulaimani G.J., Kaleemullah M., Basunbul I.A., and Rasheeduzzafar. Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members. ACI Struct. J. 87 2 (1990) 220-231
    • (1990) ACI Struct. J. , vol.87 , Issue.2 , pp. 220-231
    • Al-Sulaimani, G.J.1    Kaleemullah, M.2    Basunbul, I.A.3    Rasheeduzzafar4
  • 3
    • 0030196787 scopus 로고    scopus 로고
    • Corrosion rate monitoring in the laboratory and on-site
    • Andrade C., and Alonso C. Corrosion rate monitoring in the laboratory and on-site. Construct. Build. Mater. 10 5 (1996) 315-328
    • (1996) Construct. Build. Mater. , vol.10 , Issue.5 , pp. 315-328
    • Andrade, C.1    Alonso, C.2
  • 4
    • 0027684424 scopus 로고
    • Cover cracking as a function of rebar corrosion: part I-experimental test
    • Andrade C., Alonso C., and Molina F.J. Cover cracking as a function of rebar corrosion: part I-experimental test. J. Mater. Struct., Paris 26 (1993) 453-464
    • (1993) J. Mater. Struct., Paris , vol.26 , pp. 453-464
    • Andrade, C.1    Alonso, C.2    Molina, F.J.3
  • 5
    • 0018478279 scopus 로고
    • Physical model for steel corrosion in sea structures-applications
    • Bazant Z.P. Physical model for steel corrosion in sea structures-applications. J. Struct. Div., ASCE 105 6 (1979) 1155-1166
    • (1979) J. Struct. Div., ASCE , vol.105 , Issue.6 , pp. 1155-1166
    • Bazant, Z.P.1
  • 6
    • 0020750862 scopus 로고
    • Crack-band theory for fracture of concrete
    • Bazant Z.P., and Oh B.H. Crack-band theory for fracture of concrete. J. Mater. Struct., Paris 16 (1983) 155-177
    • (1983) J. Mater. Struct., Paris , vol.16 , pp. 155-177
    • Bazant, Z.P.1    Oh, B.H.2
  • 7
    • 0344033678 scopus 로고    scopus 로고
    • Analytical model of corrosion-induced cracking of concrete considering the stiffness of reinforcement
    • Bhargava K., Ghosh A.K., Mori Y., and Ramanujam S. Analytical model of corrosion-induced cracking of concrete considering the stiffness of reinforcement. Struct. Eng. Mech. Int. J. 16 6 (2003) 749-769
    • (2003) Struct. Eng. Mech. Int. J. , vol.16 , Issue.6 , pp. 749-769
    • Bhargava, K.1    Ghosh, A.K.2    Mori, Y.3    Ramanujam, S.4
  • 8
    • 0021170428 scopus 로고
    • Deterioration rates of concrete bridge decks
    • Cady P.D., and Weyers R.E. Deterioration rates of concrete bridge decks. J. Transport. Engg. 110 1 (1984) 34-45
    • (1984) J. Transport. Engg. , vol.110 , Issue.1 , pp. 34-45
    • Cady, P.D.1    Weyers, R.E.2
  • 10
    • 33748644300 scopus 로고    scopus 로고
    • Liu, Y., 1996. Modeling the Time to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures. Dissertation. Virginia Polytechnic Institute and State University, Blacksburg, Virginia.
  • 11
    • 0032205178 scopus 로고    scopus 로고
    • Modelling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures
    • Liu Y., and Weyers R.E. Modelling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures. ACI Mater. J. 95 6 (1998) 675-681
    • (1998) ACI Mater. J. , vol.95 , Issue.6 , pp. 675-681
    • Liu, Y.1    Weyers, R.E.2
  • 12
    • 0032629697 scopus 로고    scopus 로고
    • Flexural strength of concrete beams with corroding reinforcement
    • Mangat P.S., and Elgarf M.S. Flexural strength of concrete beams with corroding reinforcement. ACI Struct. J. 96 1 (1999) 149-158
    • (1999) ACI Struct. J. , vol.96 , Issue.1 , pp. 149-158
    • Mangat, P.S.1    Elgarf, M.S.2
  • 13
    • 33748671217 scopus 로고    scopus 로고
    • Martin-Perez, B., 1998. Service Life Modeling of RC Highway Structures Exposed to Chlorides. Ph.D. Dissertation, Dept. of Civil Engineering, University of Toronto, Toronto.
  • 15
    • 33748666060 scopus 로고    scopus 로고
    • Morinaga, S., 1989. Prediction of Service lives of Reinforced Concrete Buildings Based on the Rate of Corrosion of Reinforcing Steel. Special Report of the Institute of Technology. Shimizu Corporation, Japan.
  • 16
    • 33748670806 scopus 로고    scopus 로고
    • Newhouse, C.D., 1993. Corrosion Rates and the Time to Cracking Model for Critically Contaminated Reinforced Concrete Structures. Masters of Science Thesis, Virginia Polytechnic Institute and State University, Blacksburg, VA, USA.
  • 17
    • 0035310421 scopus 로고    scopus 로고
    • Modeling cover-cracking due to reinforcement corrosion in RC structures
    • Pantazopoulou S., and Papoulia K.D. Modeling cover-cracking due to reinforcement corrosion in RC structures. J. Struct. Div., ASCE 127 4 (2001) 342-351
    • (2001) J. Struct. Div., ASCE , vol.127 , Issue.4 , pp. 342-351
    • Pantazopoulou, S.1    Papoulia, K.D.2
  • 18
    • 33748672776 scopus 로고    scopus 로고
    • Peterson, J.E., 1993. A Time to Cracking Model for Critically Contaminated Reinforced Concrete Structures. Masters of Science Thesis, Virginia Polytechnic Institute and State University, Blacksburg, VA, USA.
  • 19
    • 0026954633 scopus 로고
    • Corrosion cracking in relation to bar diameter, cover and concrete quality
    • Rasheeduzzafar, Al-Saadoun S.S., and Al-Gahtani A.S. Corrosion cracking in relation to bar diameter, cover and concrete quality. J. Mater. Civ. Eng., ASCE 4 4 (1992) 327-343
    • (1992) J. Mater. Civ. Eng., ASCE , vol.4 , Issue.4 , pp. 327-343
    • Rasheeduzzafar1    Al-Saadoun, S.S.2    Al-Gahtani, A.S.3
  • 20
    • 0031153699 scopus 로고    scopus 로고
    • Load carrying capacity of concrete structures with corroded reinforcement
    • Rodriguez J., Ortega L.M., and Casal J. Load carrying capacity of concrete structures with corroded reinforcement. Construct. Build. Mater. 11 4 (1997) 239-248
    • (1997) Construct. Build. Mater. , vol.11 , Issue.4 , pp. 239-248
    • Rodriguez, J.1    Ortega, L.M.2    Casal, J.3
  • 22
    • 33748668085 scopus 로고    scopus 로고
    • Torres-Acosta, A.A., 1999. Cracking Induced By Localized Corrosion of Reinforcement in Chloride Contaminated Concrete. Ph.D. Dissertation. Dept. of Civil and Environmental Engineering, University of South Florida, USA.
  • 24
    • 0042239259 scopus 로고    scopus 로고
    • Residual life of corroding reinforced concrete structures in marine environment
    • Torres-Acosta, Andres A., and Martinez-Madrid M. Residual life of corroding reinforced concrete structures in marine environment. J. Mater. Civ. Eng., ASCE 15 4 (2003) 344-353
    • (2003) J. Mater. Civ. Eng., ASCE , vol.15 , Issue.4 , pp. 344-353
    • Torres-Acosta1    Andres, A.2    Martinez-Madrid, M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.