Pullout behavior of inclined steel fiber in an ultra-high strength cementitious matrix

Construction and Building Materials

Volumn 24, Issue 10, 2010, Pages 2030-2041

  Lee, Yun ^a   Kang, Su Tae ^b   Kim, Jin Keun ^c  

^a Ewha Womans University   (South Korea)

^b Korea Institute of Civil Engineering and Building Technology   (South Korea)

^c Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

Bond strength; Inclined fiber; Pullout; Steel fiber; Ultra high strength

Indexed keywords

BEHAVIOR MODEL; BOND STRENGTH; CEMENTITIOUS COMPOSITES; CEMENTITIOUS MATRICES; FIBER INCLINATION; FIBER PULL OUT; INCLINED ANGLE; LOAD DIRECTION; PEAK LOAD; PULL-OUT TEST; PULLOUT MODELS; SLIP COEFFICIENTS; STEEL FIBERS; ULTRAHIGH STRENGTH;

BOND STRENGTH (MATERIALS); FIBERS; HIGH STRENGTH STEEL; TENSILE STRENGTH;

STEEL RESEARCH;

EID: 77955282004     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2010.03.009     Document Type: Article

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