Fracture of concrete and brittle materials

When surfaces are in contact, load can be transmitted in the normal direction by compressive forces and in the tangential direction by shear or friction. In the case of cracks or lines of discontinuities in concrete, the chances are that they will be oriented at some angles with the load. This leads to rubbing or sliding of adjacent surfaces, an influence that will be discussed in this chapter.

[1]  W. Weibull A statistical theory of the strength of materials , 1939 .

[2]  D. C. Drucker Some implications of work hardening and ideal plasticity , 1950 .

[3]  J. Karni,et al.  Strength of Concrete under Combined Tensile and Compressive Stress , 1958 .

[4]  D. S. Dugdale Yielding of steel sheets containing slits , 1960 .

[5]  J. Rice A path-independent integral and the approximate analysis of strain , 1968 .

[6]  Kurt H. Gerstle,et al.  Behavior of Concrete Under Biaxial Stresses , 1969 .

[7]  G. Sih SOME BASIC PROBLEMS IN FRACTURE MECHANICS AND NEW CONCEPTS , 1973 .

[8]  G. Sih Strain-energy-density factor applied to mixed mode crack problems , 1974 .

[9]  G. Sih,et al.  Fracture mechanics applied to engineering problems-strain energy density fracture criterion , 1974 .

[10]  G. Sih,et al.  The strain energy density failure criterion applied to notched elastic solids , 1975 .

[11]  George Herrmann,et al.  WEAKENING OF AN ELASTIC SOLID BY A RECTANGULAR ARRAY OF CRACKS , 1975 .

[12]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[13]  Jan Janson,et al.  Dugdale-crack in a material with continuous damage formation , 1977 .

[14]  W. T. Koiter Theoretical and applied mechanics : proceedings of the 14th IUTAM congress, Delft, The Netherlands, 30. August-4. September 1976 , 1977 .

[15]  A. Carpinteri,et al.  Stato limite di frattura nei materiali fragili , 1978 .

[16]  Alberto Carpinteri,et al.  Crack dominante e microcracks nei materiali fragili , 1978 .

[17]  J. Janson Damage model of crack growth and instability , 1978 .

[18]  A. S. Jayatilaka,et al.  Fracture of engineering brittle materials , 1979 .

[19]  Dusan Krajcinovic,et al.  The Continuous Damage Theory of Brittle Materials, Part 2: Uniaxial and Plane Response Modes , 1981 .

[20]  P. Petersson Crack growth and development of fracture zones in plain concrete and similar materials , 1981 .

[21]  Dusan Krajcinovic,et al.  The Continuous Damage Theory of Brittle Materials, Part 1: General Theory , 1981 .

[22]  Alberto Carpinteri,et al.  Notch sensitivity in fracture testing of aggregative materials , 1982 .

[23]  Dusan Krajcinovic,et al.  Statistical aspects of the continuous damage theory , 1982 .

[24]  Surendra P. Shah,et al.  Predictions of Nonlinear Fracture Process Zone in Concrete , 1983 .

[25]  Erdogan Madenci,et al.  Crack growth resistance characterized by the strain energy density function , 1983 .

[26]  C. Chao,et al.  Size effect of cylindrical specimens with fatigue cracks , 1984 .

[27]  D. Tzou,et al.  Crack-extension resistance of polycarbonate material , 1984 .

[28]  Alberto Carpinteri,et al.  Damage accumulation and crack growth in bilinear materials with softening: application of strain energy density theory , 1984 .

[29]  Victor E. Saouma,et al.  Closure to “Fracture Mechanics of Bond in Reinforced Concrete” by Anthony R. Ingraffea, Walter H. Gerstle, Peter Gergely, and Victor Saouma (April, 1984) , 1985 .