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Volumn 24, Issue 2, 2002, Pages 229-241

A finite element assessment of flexural strength of prestressed concrete beams with fiber reinforcement

Author keywords

Fiber bond slip; Finite element analysis; Flexural strength; Fully partially prestressed beams; High strength fiber reinforced concrete; Load deflection response; Partial depth fibers

Indexed keywords

BENDING STRENGTH; CRACK INITIATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PRESTRESSED CONCRETE; STRAIN; STRESS ANALYSIS;

EID: 0036533686     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(01)00040-3     Document Type: Article
Times cited : (110)

References (32)
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    • Hughes, B.P.1
  • 18
    • 0016573669 scopus 로고
    • The strength and behavior of light weight concrete beams made with fly-ash aggregates and fiber-reinforced partially
    • (1975) Indian Concr J , vol.49 , Issue.11 , pp. 332-334
    • Gunashekaran, M.1
  • 29
    • 0001523639 scopus 로고
    • Tensile strength of concrete affected by uniformly distributed and closely spaced short lengths of wire reinforcement
    • (1964) ACI J , vol.61 , Issue.6 , pp. 657-670
    • James, P.R.1    James, A.M.2
  • 31
    • 84995721265 scopus 로고
    • Local bond-stress to slip relationships for hot rolled deformed bars and mild steel plain bars
    • (1979) ACI J , vol.76 , Issue.3 , pp. 228-235
    • Edwards, A.D.1    Yannopoulos, P.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.