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Volumn 48, Issue 2, 1996, Pages 117-129

The effect of specimen thickness on fracture behaviour of concrete

Author keywords

[No Author keywords available]

Indexed keywords

BRITTLENESS; DEFORMATION; FAILURE (MECHANICAL); FRACTURE; FRACTURE TOUGHNESS; MATHEMATICAL MODELS; STRESS ANALYSIS; SURFACE ROUGHNESS; TENSILE TESTING;

EID: 0030166389     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.1996.48.175.117     Document Type: Article
Times cited : (8)

References (19)
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  • 2
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  • 3
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  • 4
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    • June
    • SWARTZ S. E. and GO C. G. Validity if compliance calibration to cracked concrete beams in bending. Exp. Mech., 1984, 24, No. 2, June, 129-134.
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    • (ed. S. P. Shah et al.), Elsevier Applied Science, London
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    • (1990) Micromechanics of Failure of Quai-brittle Materials , pp. 33-42
    • Van Mier, J.G.M.1
  • 6
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    • Mar.
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  • 7
    • 0029324108 scopus 로고    scopus 로고
    • Characterization of the paste-aggregate interfacial transition zone surface roughness and its relationship to fracture toughness of concrete
    • in press
    • ZAMPINI D. et al. Characterization of the paste-aggregate interfacial transition zone surface roughness and its relationship to fracture toughness of concrete. J. Mater. Sci., in press.
    • J. Mater. Sci.
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  • 8
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    • Fractal character of fracture surfaces of metals
    • Apr.
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  • 9
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  • 11
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  • 15
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.