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Volumn 24, Issue C, 1999, Pages 31-66

Fracture mechanical prediction of transitional failure and strength of singly-reinforced beams

Author keywords

Approximate nonlinear fracture mechanics; diagonal tension failure; flexural strength; shear strength; singly reinforced concrete beams; size effect model; superposition model; transitional brittleness number

Indexed keywords


EID: 77957050962     PISSN: 15661369     EISSN: None     Source Type: Book Series    
DOI: 10.1016/S1566-1369(99)80061-2     Document Type: Chapter
Times cited : (7)

References (20)
  • 5
    • 0012519702 scopus 로고
    • Li V.C., and Bazant Z.P. (Eds), American Concrete Institute, Detroit
    • Jenq Y.S., and Shah S.P. In: Li V.C., and Bazant Z.P. (Eds). Fracture Mechanics: Application to Concrete (1989), American Concrete Institute, Detroit 327-358
    • (1989) Fracture Mechanics: Application to Concrete , pp. 327-358
    • Jenq, Y.S.1    Shah, S.P.2
  • 13
    • 77957088007 scopus 로고
    • Strain Softening of Concrete under Compression
    • Dept. Civil Engng., University of Sydney, Australia
    • Lange-Kornbak D., and Karihaloo B.L. Strain Softening of Concrete under Compression. Report to RILEM Committee 148SSC (1994), Dept. Civil Engng., University of Sydney, Australia
    • (1994) Report to RILEM Committee 148SSC
    • Lange-Kornbak, D.1    Karihaloo, B.L.2
  • 17
    • 77957076331 scopus 로고    scopus 로고
    • Private communication
    • Bažant, Z.P. (1997). Private communication.
    • (1997)
    • Bažant, Z.P.1
  • 19
    • 77957042801 scopus 로고
    • (in Russian), Nauka Dumka, Kiev
    • (in Russian). Nisitani H. Fracture Mechanics, Handbook Vol. 2 (1975-1988), Nauka Dumka, Kiev 125-127
    • (1988) Fracture Mechanics, Handbook , vol.2 , pp. 125-127
    • Nisitani, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.