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Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon.

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Presentation on theme: "Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon."— Presentation transcript:

1 Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

2 Strength vs.Toughness Strength Resistance of a material
to plastic flow Toughness Resistance of a material to the propagation of a crack Figure 8.1 Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

3 Testing for Toughness Figure 8.2 This type of test provides a comparison of the toughness of materials – however, it does not provide a way to express toughness as a material property Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

4 Remote stress applied to a cracked material:
Figure 8.3 The local stress σlocal is proportional to the number of lines of force which rises steeply as the crack tip is approached c – crack length r – distance from crack tip σ – remote stress Y – geometric constant * valid when r << c Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

5 Stress Intensity Factor
For any value of r, the local stress scales with σ√πc Mode 1 stress intensity factor Mode 1 indicates tensile loading normal to the crack Typically, loading modes are designated by Roman numerals – K1 would be designated as KI – K1 is used throughout the book which goes against the universally accepted use of Roman numerals Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

6 Fracture Toughness Cracks propagate when the stress intensity factor
exceeds a critical value – the critical value is known as the fracture toughness K1c Figure 8.4 σ* - tensile stress at which the crack propagates * For this geometry, the value of Y is 1 if c << w Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

7 Energy Release Rate G and Toughness Gc
For a crack to grow, sufficient external work must be done which is in the form of released elastic energy Figure 8.5 γ – surface energy Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

8 Process Zone A plastic zone forms at the crack tip where the stress
Figure 8.6 A plastic zone forms at the crack tip where the stress would otherwise exceed the yield strength Size of process zone: Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

9 A material transitions from yield to fracture
Crack length necessary for fracture at a materials yield strength A material transitions from yield to fracture at a critical crack length Figure 8.7 Stress required for fracture for a given crack length Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

10 Critical crack lengths are a measure of the
damage tolerance of a material Table 8.1 Tough metals are able to contain large cracks but still yield in a predictable, ductile, manner Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

11 Fracture Toughness – Modulus Chart
Figure 8.8 Values range from 0.01 – 100 MPa√m Contours show the toughness, Gc Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

12 Fracture Toughness – Strength Chart
Figure 8.9 Transition crack length plotted on chart – values can range from near- atomic dimensions for ceramics to almost a meter for ductile metals Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

13 Surface Energy When a new surface is created, atomic bonds
are broken, requiring some fraction of the cohesive energy, Hc Figure 8.10 Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

14 Brittle ‘Cleavage’ Fracture
Figure 8.11 Characteristic of ceramics and glasses Local stress rises as 1/√r toward the crack tip – if it exceeds that required to break inter-atomic bonds they separate, giving a cleavage fracture Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

15 Tough ‘Ductile’ Fracture
Materials contain inclusion which act as stress concentrations when loaded – the inclusions separate from the matrix causing voids to n nucleate and grow, causing fracture Figure 8.12 Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

16 Ductile Fracture of Cracked Sample
Figure 8.13 If a material is ductile, a plastic zone forms at the crack tip Within the plastic zone, voids nucleate, join, and link to cause fracture The plasticity blunts the crack tip, reducing the severity of the stress concentration Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

17 Ductile-to-Brittle Transition
At low temperatures some metals and all polymers become brittle As temperatures decrease, yield strengths of most materials increase leading to a reduction in the plastic zone size Only metals with an FCC structure remain ductile at the lowest temperatures Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

18 Embrittlement from Chemical Segregation
Impurities in an alloy are normally found in grain boundaries – this leads to a network of low-toughness paths that can lead to brittle fracture Figure 8.14 Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

19 The Strength-Toughness Trade-Off
Figure 8.15 Increasing the yield strength of a metal decreasing the size of the plastic zone surrounding a crack – this leads to decreased toughness Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

20 Manipulating Polymers
Fillers, impact modifiers, and fiber reinforcement can significantly alter the fracture toughness of polymers Figure 8.16 Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon

21 Toughening by Fibers When a crack grows in a matrix, the fibers
remain intact and bridge the crack Figure 8.17 Materials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon


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