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Volumn 127, Issue 7, 2001, Pages 733-742

Diagonal shear failure and size effect in RC beams without web reinforcement

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE REINFORCEMENTS; CRACK INITIATION; FAILURE ANALYSIS; REINFORCED CONCRETE; SHEAR STRENGTH; TENSILE STRENGTH;

EID: 0035399180     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:7(733)     Document Type: Article
Times cited : (204)

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  • 5
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  • 13
    • 0001660314 scopus 로고
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  • 14
    • 0004706473 scopus 로고
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  • 17
    • 4244212723 scopus 로고    scopus 로고
    • Shear failure of reinforced concrete beams without stirrups
    • PhD dissertation, Dept. of Civ. Engrg., Aristotle University of Thessaloniki, Thessaloniki, Greece (in Greek)
    • (1996)
    • Papadakis, G.1
  • 19
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    • Ultimate shear force of structural concrete members without transverse reinforcement derived from a mechanical model
    • (1991) ACI Struct. J. , vol.88 , Issue.5 , pp. 592-602
    • Reineck, K.H.1
  • 24
    • 0003476325 scopus 로고
    • The influence of depth on the shear strength of lightweight concrete beams without shear reinforcement
    • Delft University of Technology, Delft, The Netherlands
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    • Walraven, J.C.1
  • 28
    • 0031097713 scopus 로고    scopus 로고
    • Aggregate interlock and steel shear forces in the analysis of RC membrane elements
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.