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책 정보
· 분류 : 외국도서 > 기술공학 > 기술공학 > 파괴역학
· ISBN : 9780792358251
· 쪽수 : 435쪽
· 출판일 : 1999-05-31
목차
Preface. Part 1: Micromechanical Analysis. Models of interface separation accompanied by plastic dissipation at multiple scales; Y. Wei, J.W. Hutchinson. The effects of heterogeneity and anisotropy on the size effect in cracked polycrystalline films; R. Ballarini, et al. Size effect relations associated with cohesive zone type fracture at a blunt stress concentration; E. Smith. Scaling laws for elastoplastic fracture; A.G. Atkins. Part 2: Size Effects in Fiber Composites. Scale effect in the initiation in the cracking of scarf joints; D. Liu, N.A. Fleck. Size effect in fracture of unidirectional composite plates; G.J. Dvorak, A.P. Suvorov. Size effect on compression strength of fiber composites failing by kink band propagation; Z.P. Bazant, et al. Is there a thickness effect on compressive strength of unnotched composite laminates? I.M. Daniel, H.M. Hsiao. Part 3: Scaling and Heterogeneity. Failure and scaling properties of a softening interface connected to an elastic block; A. Delaplace, et al. Model for predicting grain boundary cracking in multi-grain crystalline viscoplastic materials; D.H. Allen, K.L.E. Helms. Effect of strain gradients on the size effect of concrete in uniaxial tension; M.R.A. van Vliet, J.G.M. van Mier. Scaling phenomena due to fractal contact in concrete and rock fractures; M. Borri-Brunetto, et al. Fractals and fractal scaling in fracture mechanics; F.M. Borodich. Part 4: Computational Aspects and Nonlocal or Gradient Models. A unified framework for concrete damage and fracture models including size effects; R. de Borst, M.A. Gutierrez. Finite element simulation of ring expansion and fragmentation: The capturing of length and timescales through cohesive models of fracture; A. Pandolfi, et al. Strain gradient interpretation of size effect; E.C. Aifantis. Use of neural networks for fitting of FE-probabilistic scaling model parameters; E.M.R. Fairbairn, et al. Part 5: Size Effects in Concrete, Ice and Soils. Scale effects on the in-situ tensile strength and fracture of ice. Part I: Large grained freshwater ice at Spray Lakes Reservoir, Alberta; J.P. Dempsey, et al. Scale effects on the in-situ tensile strength and fracture ice. Part II: First-year sea ice at Resolute, N.W.T.; J.P. Dempsey, et al. Size effect and inverse analysis in concrete fracture; J. Planas, et al. Size effect in shallow and deep notched quasi-brittle structures; B.L. Karihaloo. Size effect on the concrete cone pull-out load; J. Ožbolt, et al. Fracture and size effect characters of cemented sand; S. Sture, et al.














