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Volumn , Issue , 2013, Pages 138-143

Failure due to delamination in concrete elements strengthened with cementitious composites

Author keywords

Characterization; Delamination; Fiber Reinforced Cementitious Matrix; FRCM

Indexed keywords

CEMENTITIOUS COMPOSITES; CEMENTITIOUS MATRICES; EXPERIMENTAL INVESTIGATIONS; FIBRE REINFORCED POLYMER COMPOSITE (FRP); FRCM; MAXIMUM BEARING CAPACITY; REINFORCED CONCRETE ELEMENTS; ULTIMATE LIMIT STATE;

EID: 84879935154     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (3)

References (12)
  • 1
    • 40849114975 scopus 로고    scopus 로고
    • An experimental study on bond behavior between concrete and FRP reinforcement
    • Pellegrino, C., Tinazzi, D. and Modena, C., 2008. An experimental study on bond behavior between concrete and FRP reinforcement. J. of Composites for Construction, 12(2):180-189.
    • (2008) J. of Composites for Construction , vol.12 , Issue.2 , pp. 180-189
    • Pellegrino, C.1    Tinazzi, D.2    Modena, C.3
  • 3
    • 0042646084 scopus 로고    scopus 로고
    • Féderation International du Béton fib Bulletin 14, fib Task Group 9.3, fib, Lausanne, Switzerland
    • Féderation International du Béton, 2001. Externally bonded FRP reinforcement for RC structures. fib Bulletin 14, fib Task Group 9.3, fib, Lausanne, Switzerland.
    • (2001) Externally Bonded FRP Reinforcement for RC Structures
  • 4
    • 36248945436 scopus 로고    scopus 로고
    • Guide for the design and construction of externally bonded FRP systems for strengthening existing structures: Materials, RC and PC structures, masonry structures
    • Consiglio Nazionale delle Ricerche Italian research Council, CNR, Rome
    • Consiglio Nazionale delle Ricerche, 2004. Guide for the design and construction of externally bonded FRP systems for strengthening existing structures: materials, RC and PC structures, masonry structures. CNR-DT 200/2004, Italian research Council, CNR, Rome.
    • (2004) CNR-DT 200/2004
  • 7
    • 81855197998 scopus 로고    scopus 로고
    • Flexural strengthening of RC beams with cement based composites
    • D'Ambrisi A, Focacci F. (2011). Flexural Strengthening of RC beams with Cement Based Composites. J. Compos. Constr., ASCE, 15(2):707-20.
    • (2011) J. Compos. Constr., ASCE , vol.15 , Issue.2 , pp. 707-720
    • D'Ambrisi, A.1    Focacci, F.2
  • 8
    • 84856358103 scopus 로고    scopus 로고
    • Debonding analysis of reinforced concrete beams strengthened with fibre reinforced cementitious mortar
    • Ombres, L. (2012). Debonding Analysis of Reinforced Concrete Beams Strengthened with Fibre Reinforced Cementitious Mortar. Eng. Frac. Mech., 81: 4-109.
    • (2012) Eng. Frac. Mech. , vol.81 , pp. 4-109
    • Ombres, L.1
  • 10
    • 84879610778 scopus 로고    scopus 로고
    • Obtaining characteristic material strength of textile reinforced concrete (TRC) from laboratory tests
    • May 18-20, 2009, Bali, Indonesia
    • Jesse, F., Schicktanz, K. and Curbach, M., 2009. Obtaining Characteristic Material Strength of Textile Reinforced Concrete (TRC) from Laboratory Tests. Proc. of the 9th International Symposium on Ferrocement (Ferro9), May 18-20, 2009, Bali, Indonesia; pp. 305-318.
    • (2009) Proc. of the 9th International Symposium on Ferrocement (Ferro9) , pp. 305-318
    • Jesse, F.1    Schicktanz, K.2    Curbach, M.3
  • 11
    • 84861618980 scopus 로고    scopus 로고
    • Influence of experimental setups on the apparent uniaxial tensile load-bearing capacity of textile reinforcement concrete specimens
    • Hartig, J., Jesse, F., Schicktanz, K. and Häußler-Combe, U. (2011). Influence of Experimental Setups on the Apparent Uniaxial Tensile Load-Bearing Capacity of textile Reinforcement Concrete Specimens. Materials and Structures, 45:433-446.
    • (2011) Materials and Structures , vol.45 , pp. 433-446
    • Hartig, J.1    Jesse, F.2    Schicktanz, K.3    Häußler-Combe, U.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.