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Volumn 122, Issue 1, 1997, Pages 27-34

Evaluation of repair materials for functional improvement of slabs and beams with corroded reinforcement

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; BENDING STRENGTH; BOND STRENGTH (MATERIALS); CONCRETE BEAMS AND GIRDERS; CONCRETE REINFORCEMENTS; CONCRETE SLABS; EPOXY RESINS; LOAD TESTING; REPAIR; STEEL CORROSION; STRUCTURAL LOADS;

EID: 0031078473     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/istbu.1997.29165     Document Type: Review
Times cited : (20)

References (16)
  • 2
    • 0043076956 scopus 로고
    • Transportation Research Board, Washington, DC, NCHRP 57
    • TRANSPORTATION RESEARCH BOARD Durability of concrete bridge decks. Transportation Research Board, Washington, DC, 1979, NCHRP 57.
    • (1979) Durability of Concrete Bridge Decks
  • 3
    • 0022122213 scopus 로고
    • Corrosion of reinforcement in concrete structures in the Middle East
    • RASHEEDUZZAFAR, DAKHIL F. H., and AL-GAHTANI, A. S. Corrosion of reinforcement in concrete structures in the Middle East. Concr. Int., 1995, 7, No. 9, 48-55.
    • (1995) Concr. Int. , vol.7 , Issue.9 , pp. 48-55
    • Rasheeduzzafar1    Dakhil, F.H.2    Al-Gahtani, A.S.3
  • 4
    • 33747903984 scopus 로고
    • Durability assessment criterion for concrete exposed to dry-hot climate conditions
    • Elsevier Scientific Publishing, Amsterdam
    • MIRONOV S. A., MALINSKYI E. N. and VAKHITOV M. M. Durability assessment criterion for concrete exposed to dry-hot climate conditions. Durability of building materials, Elsevier Scientific Publishing, Amsterdam, No. 1, 1982, 3-14.
    • (1982) Durability of Building Materials , Issue.1 , pp. 3-14
    • Mironov, S.A.1    Malinskyi, E.N.2    Vakhitov, M.M.3
  • 5
    • 0021455622 scopus 로고
    • Parking garage repaired using thin polymer concrete overlay
    • MONSON J. F. Parking garage repaired using thin polymer concrete overlay. Concr. Int., 1984, 6, No. 7, 7.
    • (1984) Concr. Int. , vol.6 , Issue.7 , pp. 7
    • Monson, J.F.1
  • 7
    • 33748015572 scopus 로고
    • Deterioration mechanism of concrete structures caused by corrosion of reinforcing bars
    • UMOTO T. et al. Deterioration mechanism of concrete structures caused by corrosion of reinforcing bars. Trans. Jap. Concr. Inst., 1984, 6.
    • (1984) Trans. Jap. Concr. Inst. , pp. 6
    • Umoto, T.1
  • 9
    • 0025401592 scopus 로고
    • Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members
    • March-April
    • AL-SULAIMANI G. J., KALEEMULAH M., BASUNBUL I. A. and RASHEEDUZZAFAR. Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members. Am. Concr. Inst. Struct. J., 1990, March-April, 220-231.
    • (1990) Am. Concr. Inst. Struct. J. , pp. 220-231
    • Al-Sulaimani, G.J.1    Kaleemulah, M.2    Basunbul, I.A.3    Rasheeduzzafar4
  • 11
    • 0026154089 scopus 로고
    • Effect of reinforced steel area loss on flexural behavior of reinforced concrete beams
    • May-June
    • TING S. C. and NOVAK A. S. Effect of reinforced steel area loss on flexural behavior of reinforced concrete beams. Am. Concr. Inst. Struct. J., 1991, May-June, 309-314.
    • (1991) Am. Concr. Inst. Struct. J. , pp. 309-314
    • Ting, S.C.1    Novak, A.S.2
  • 14
    • 0013015261 scopus 로고
    • The evaluation of resin systems for concrete repair
    • TABOR L. J. The evaluation of resin systems for concrete repair. Mag. Concr. Res., 1978, 30, No. 105, 221-225.
    • (1978) Mag. Concr. Res. , vol.30 , Issue.105 , pp. 221-225
    • Tabor, L.J.1
  • 16
    • 0012728829 scopus 로고
    • Durability evaluation of repair materials in hot-arid environments
    • American Concrete Institute, Detroit
    • BASUNBUL I. A., DEHWAH H. A. F. and MASLEHUDDIN M. Durability evaluation of repair materials in hot-arid environments. American Concrete Institute, Detroit, 1994, Special Publication SP-145, 835-850.
    • (1994) Special Publication SP-145 , pp. 835-850
    • Basunbul, I.A.1    Dehwah, H.A.F.2    Maslehuddin, M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.