Shear capacity and failure behavior of DFRCC repaired RC beams at tensile region

Engineering Structures

Volumn 29, Issue 1, 2007, Pages 121-131

  Kim, Jang Ho Jay ^a   Lim, Yun Mook ^b   Won, Jong Pil ^c   Park, Hae Geun ^d   Lee, Kyong Min ^a  

^a Sejong University   (South Korea)

^b Yonsei University   (South Korea)

^c Konkuk University   (South Korea)

^d Samsung C and T Corporation   (South Korea)

Author keywords

DFRCC; Fiber reinforced concrete; High performance cementitious composite; Repair; Repair thickness; Shear behavior; Strengthening

Indexed keywords

DUCTILITY; FAILURE (MECHANICAL); FIBER REINFORCED MATERIALS; REINFORCED CONCRETE; REPAIR; STRAIN;

FIBER REINFORCED CONCRETE; HIGH PERFORMANCE CEMENTITIOUS COMPOSITE; REPAIR THICKNESS; SHEAR BEHAVIOR;

CONCRETE BEAMS AND GIRDERS;

CONCRETE BEAMS AND GIRDERS; DUCTILITY; FAILURE (MECHANICAL); FIBER REINFORCED MATERIALS; REINFORCED CONCRETE; REPAIR; STRAIN;

COMPOSITE; CONCRETE STRUCTURE; FAILURE MECHANISM; REINFORCED CONCRETE; SHEAR STRENGTH; STRUCTURAL ANALYSIS; TENSILE STRENGTH;

EID: 33750728892     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.04.023     Document Type: Article

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