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Introduction to Fracture
Mechanics
Harshal Patil
(13ME63R26)
Mechanical Systems Design
Overview
 Brittle & Ductile Fracture
 Modes of Failure
 Energy Release Rate & Crack Resistance
 Crack Growth
 Stress Intensity Factor
 J-integral

 Case Study
 References
Fracture Mechanics
• Fracture mechanics is based on the implicit assumption that
there exists a crack in a work component

• Fracture mechanics deals with the question – is a known crack
likely to grow under a certain given loading condition
Fracture Modes
• Classification is based on the ability of a material to experience
plastic deformation
• Ductile fracture
– Accompanied by significant plastic deformation
• Brittle fracture
– Little or no plastic deformation
– Sudden, catastrophic
Ductile Failure
Brittle Failure

Transgranular Fracture

Intergranular Fracture
Modes of Failure
How Potent Is The Crack??
Griffifth’s Realisation

2a

• σmax = σo

σo

2b

• Crack in the body would not grow unless energy was released
to overcome the energy needs of forming two new surfaces
• Surface energy is of the order of 1 J/m2
Energy Release Rate
• Energy release per unit increase in area during crack growth
• LEFM (Linear Elastic Fracture Mechanics)
• Conservation of energy,
G ΔA = Δ Wext – ΔU
G=
G=

Two approaches are developed
 Compliance Approach
 Strain Energy
Crack Resistance
• Energy requirement for a crack to grow per unit area
extension
• Sum of energy required for

Two new surfaces

Anelastic deformation
• It characterizes the material behavior
• It depends on the plastic zone size
Stable & Unstable Crack Growth
For a crack to grow &
become critical
1)
2)
R-curve For Brittle Materials

•Negligible size of plastic
zone in the vicinity of
crack tip
•No stable growth
if
Stress Intensity Factor
There are two main variables



σ - Far Field Stress
a - Crack length

Irwin defined the new variable, K
KI = σ(πa)1/2
KII = τ(πa)1/2
KIII = τ(πa)1/2

Mode-I
Mode-II
Mode-III

G=K2/E

(For plane stress)
SIF for mode I problem

Where,
KI = σ(πa)1/2
J Integral
• Concept of Energy Release Rate is not applicable to material
with large plastic zone at the vicinity of crack tip
• EPFM (Elastic Plastic Fracture Mechanics)

• Path Independence
• G=J (For linear elastic materials only)

• J=
Liberty Ships Failure:
References
1.1 Kumar,P.(2009). Elements of Fracture Mechanics, Tata McGraw Hill, New
Delhi.
1.2 Anderson,T.L. (2004).Fracture Mechanics: Fundamentals and
Applications, CRC, Press-Book.

1.3 Broek,D.(1982). Elementary Engineering Fracture Mechanics, Martinus
Nijhoff Publishers, The Hague.

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Introduction to Fracture mechanics

  • 1. Introduction to Fracture Mechanics Harshal Patil (13ME63R26) Mechanical Systems Design
  • 2. Overview  Brittle & Ductile Fracture  Modes of Failure  Energy Release Rate & Crack Resistance  Crack Growth  Stress Intensity Factor  J-integral  Case Study  References
  • 3. Fracture Mechanics • Fracture mechanics is based on the implicit assumption that there exists a crack in a work component • Fracture mechanics deals with the question – is a known crack likely to grow under a certain given loading condition
  • 4. Fracture Modes • Classification is based on the ability of a material to experience plastic deformation • Ductile fracture – Accompanied by significant plastic deformation • Brittle fracture – Little or no plastic deformation – Sudden, catastrophic
  • 8. How Potent Is The Crack??
  • 9. Griffifth’s Realisation 2a • σmax = σo σo 2b • Crack in the body would not grow unless energy was released to overcome the energy needs of forming two new surfaces • Surface energy is of the order of 1 J/m2
  • 10. Energy Release Rate • Energy release per unit increase in area during crack growth • LEFM (Linear Elastic Fracture Mechanics) • Conservation of energy, G ΔA = Δ Wext – ΔU G= G= Two approaches are developed  Compliance Approach  Strain Energy
  • 11. Crack Resistance • Energy requirement for a crack to grow per unit area extension • Sum of energy required for  Two new surfaces  Anelastic deformation • It characterizes the material behavior • It depends on the plastic zone size
  • 12. Stable & Unstable Crack Growth For a crack to grow & become critical 1) 2)
  • 13. R-curve For Brittle Materials •Negligible size of plastic zone in the vicinity of crack tip •No stable growth if
  • 14. Stress Intensity Factor There are two main variables   σ - Far Field Stress a - Crack length Irwin defined the new variable, K KI = σ(πa)1/2 KII = τ(πa)1/2 KIII = τ(πa)1/2 Mode-I Mode-II Mode-III G=K2/E (For plane stress)
  • 15. SIF for mode I problem Where, KI = σ(πa)1/2
  • 16. J Integral • Concept of Energy Release Rate is not applicable to material with large plastic zone at the vicinity of crack tip • EPFM (Elastic Plastic Fracture Mechanics) • Path Independence • G=J (For linear elastic materials only) • J=
  • 18. References 1.1 Kumar,P.(2009). Elements of Fracture Mechanics, Tata McGraw Hill, New Delhi. 1.2 Anderson,T.L. (2004).Fracture Mechanics: Fundamentals and Applications, CRC, Press-Book. 1.3 Broek,D.(1982). Elementary Engineering Fracture Mechanics, Martinus Nijhoff Publishers, The Hague.