chapter 7 fracture: macroscopic aspects. goofy duck analog for modes of crack loading “goofy...
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Chapter 7Fracture: Macroscopic Aspects
Goofy Duck Analog for Modes of Crack Loading
“Goofy duck” analog for three modes of crack loading. (a) Crack/beak closed. (b) Opening mode. (c) Sliding mode. (d) Tearing mode. (Courtesy of M. H. Meyers.)
Theoretical Tensile Strength
Theoretical Cleavage Strength
Stress Concentration
“Lines of force” in a bar with a side notch. The direction and density of the lines indicate the direction and magnitude of stress in the bar under a uniform stress σ away from the notch. There is a concentration of the lines of force at the tip of the notch.
Inglis: Stress Concentration
(a) Stress distribution in a large plate containing a circular hole.
(b) Stress concentration factor Kt as a function of the radius of a circular hole in a large plate in tension.
Stress Concentration due to a Circular Hole
Stress concentration at an elliptical hole for a = 3b.
Stress Concentration due to an Elliptical Hole
Griffith Criterion of Crack Propagation
Crack in Thin and Thick Plates
Crack in (a) thin (t1) and (b) thick (t2) plates. Note the plane-stress state in (a) and the plane-strain state in (b).
Dislocation Emission at Crack Tip
Dislocations emitted from a crack tip in copper. TEM. (Courtesy of S. M. Ohr.)
Plane Stress and Plane Strain
Linear Elastic Fracture Mechanics
Inherent material resistance to crack growth, KR and its relationship to the applied stress σ and crack size a.
Three Modes of Fracture
The three modes of fracture. (a) Mode I: opening mode. (b) Mode II: sliding mode. (c) Mode III: tearing mode.
Stress Field at a Crack Tip
Crack Tip Stress Field
Some Crack and Loading Configurations
Plastic Zone Correction
Plastic-zone correction. The effective crack length is (a + ry).
Dugdale–Bilby–Cottrell–Swinden Model of a Crack.
Plastic Zone at Crack Tip Plane Stress and Plane Strain
Variation of Fracture Toughness with Thickness
(a) Variation infracture toughness (Kc) with plate thickness (B) for Al 7075-T6 and H-11 Steel. (Reprinted with permission from J. E. Srawley and W. F. Brown, ASTM STP 381 (Philadelphia: ASTM, 1965), p 133, and G. R. Irwin, in Encyclopaedia of Physics, Vol. VI (Heidelberg: Springer Verlag, 1958). (b) Schematic variation of fracture toughness Kc and percentage of flat fracture P with the plate thickness B.
Elastic Body with a Crack
(a) Elastic body containing a crack of length 2a under load P. (b) Diagram of load P versus displacement e.
Crack Extension Force
Crack Opening Displacement
Crack Opening Displacement
A body subjected to external forces F1, F2, . . ., Fn and with a closed contour .
Body under External Forces
J Integral
J Integral
R Curves for Brittle and Ductile Material
Different Parameters for Fracture Toughness
Fracture Toughness vs. Yield Stress
Variation of fracture toughness KIc with tensile strength and sulfur content in a steel.(Adapted from A. J. Birkle, R. P. Wei, and G. E. Pellissier, Trans. ASM, 59 (1966) 981.)
Fracture Toughness: Effect of Impurities
Plane Strain Fracture Toughness
Fracture Toughness vs. Yield Strength for Different Alloys
Measures of Crack Tip Opening Displacement
Strength Distribution for a Brittle and Ductile Solid
Weibull Distribution
Typical Values of Weibull Modulus
Weibull Plots for Steel and Two Alumina samples
Weibull plots for a steel, a conventional alumina, and a controlled-particle-size (CPS) alumina. Note that the slope (Weibull modulus m)→∞ for steel. For CPS alumina, m is double that of conventional alumina. (After E. J. Kubel, Adv. Mater. Proc., Aug (1988) 25.)
Probability of Failure for Three Ceramics
Probability of failure of flexural strength (4-point bend test with inner and outer spans 20 and 40 mm, respectively, and cross section of 3 × 4 mm) for three ceramics. (Courtesy of C. J. Shih.)