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Volumn SP-188, Issue , 1999, Pages 767-779

Crack behavior of plain concrete and reinforced concrete members strengthened with carbon fiber sheets

Author keywords

Carbon fiber sheets; Crack spacing; Crack width; Stiffening; Tension

Indexed keywords

BARS (METAL); BENDING STRENGTH; BENDING TESTS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETE TESTING; FIBER REINFORCED PLASTICS; GRAPHITE FIBERS; POLYMER CONCRETE; STEEL FIBERS; STEEL TESTING; TENSILE STRENGTH; TENSILE TESTING;

EID: 13944280627     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (10)

References (8)
  • 1
    • 0000230581 scopus 로고
    • Crack Width and Crack Spacing in Reinforced Concrete Members
    • oct
    • Bengt, B.Broms: Crack Width and Crack Spacing in Reinforced Concrete Members, Journal of the American Concrete Institute, pp.1237-1256, oct., 1965.
    • (1965) Journal of the American Concrete Institute , pp. 1237-1256
    • Bengt, B.Broms1
  • 2
    • 1842450100 scopus 로고
    • Maximum Crack Width of Reinforced Concrete
    • vol
    • Kakuta T.: Maximum Crack Width of Reinforced Concrete, Concrete Journal, vol.8,No.9,pp.1-10,1970.
    • (1970) Concrete Journal , vol.8 , Issue.9 , pp. 1-10
    • Kakuta, T.1
  • 3
    • 0021520243 scopus 로고
    • Crack Prediction for Members in Uni-axial Tension
    • Nov.Dec
    • Rizkalla S. H. and Hwang L. S.: Crack Prediction for Members in Uni-axial Tension, ACI Journal, Proceedings, pp.572-579, Vol.81, No.6, Nov.Dec.1984.
    • (1984) ACI Journal, Proceedings , vol.81 , Issue.6 , pp. 572-579
    • Rizkalla, S. H.1    Hwang, L. S.2
  • 4
    • 0343196841 scopus 로고    scopus 로고
    • Fracture Energy Approach for Predicting Fracture Response of RC Tensile Members Strengthened with CFRP sheet
    • Yoshizawa, H. and Z. S. Wu: Fracture Energy Approach for Predicting Fracture Response of RC Tensile Members Strengthened with CFRP sheet, J. Structural Engineering, JSCE, Vol. 43A, pp.1339-1346, 1997.
    • (1997) J. Structural Engineering, JSCE , vol.43A , pp. 1339-1346
    • Yoshizawa, H.1    Wu, Z. S.2
  • 6
    • 85111420753 scopus 로고    scopus 로고
    • Uni-Axial Tensile Behavior of CFS Strengthened RC Members, Towards on the Design and Construction of Composite Structure Performance Evaluation Based Design Guideline from Retrofitting
    • II-89-1 00, 4
    • Syouji, K., Sato, Y., Ueda, T., Kakuta, Y., Maeda, T.: Uni-Axial Tensile Behavior of CFS Strengthened RC Members, Towards on the Design and Construction of Composite Structure Performance Evaluation Based Design Guideline from Retrofitting, Concrete Engineering Series 28, JSCE, pp.II-89-1 00, 1998.4
    • (1998) Concrete Engineering Series 28, JSCE
    • Syouji, K.1    Sato, Y.2    Ueda, T.3    Kakuta, Y.4    Maeda, T.5
  • 8
    • 0007089031 scopus 로고    scopus 로고
    • Analytical/Experimental Study on Composite Behavior in Strengthening Structure with Bonded Carbon Fiber Sheets
    • Wu, Z., Yoshizawa, H., edited by and R. F. Gibson
    • Wu, Z., Yoshizawa, H.: Analytical/Experimental Study on Composite Behavior in Strengthening Structure with Bonded Carbon Fiber Sheets, Proceeding of the Eighth Japan-U.S. Conference on Composite Materials, edited by G. M. Newaz and R. F. Gibson, pp.907-918, 1998.
    • (1998) Proceeding of the Eighth Japan-U.S. Conference on Composite Materials , pp. 907-918
    • Newaz, G. M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.