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Volumn 24, Issue 7, 2001, Pages 441-450

Size-scale and slenderness influence on the compressive strain-softening behaviour of concrete

Author keywords

Boundary elements; Compression; Multi cracked finite plate; Pseudo traction method; Quasi brittle materials

Indexed keywords

ALGORITHMS; BOUNDARY ELEMENT METHOD; BRITTLENESS; COMPACTION; COMPUTER SIMULATION; CRACKS; STRAIN;

EID: 0035388756     PISSN: 8756758X     EISSN: None     Source Type: Journal    
DOI: 10.1046/j.1460-2695.2001.00398.x     Document Type: Article
Times cited : (14)

References (24)
  • 6
    • 0000957886 scopus 로고    scopus 로고
    • Interaction of a main crack with ordered distributions of microcracks: A numerical technique by displacement discontinuity boundary elements
    • (1996) Int. J. Fract. , vol.76 , pp. 373-389
    • Brencich, A.1    Carpinteri, A.2
  • 21
    • 0024944108 scopus 로고
    • Decrease of apparent tensile and bending strength with specimen size: Two different explanations based on fracture mechanics
    • (1989) Int. J. Solids Struct. , vol.25 , pp. 407-429
    • Carpinteri, A.1
  • 24
    • 0000652819 scopus 로고    scopus 로고
    • Strain softening of concrete in uniaxial compression
    • Report of the Round Robin Test carried out by RILEM TC, 148, SSC
    • (1997) Mater. Struct. , vol.30 , pp. 195-209


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.