Transcript Slide 1
Chapter 4 FRAC ME 340: Materials & Design 4.1 The Fundamentals Fracture = separation of body into two or more pieces due to application of static stress Tensile, Compressive Shear or torsional FAST FRACTURE _ In a balloon energy is stored: 1. Compressed gas 2. Elastic energy of Rubber membrane If more energy released than is absorbed crack advances Fails by fast fracture even though below yield stress ME 340: Materials & Design Explosion of boilers, collapse of bridges 4.2 Modes of fracture DUCTILE BRITTLE Transgranular vs. intergranular fracture ME 340: Materials & Design 4.3 Professor Inglis (1913) The birth of the term ‘’stress concentration’’ Large structures Stress trajectories y x ME 340: Materials & Design 4.4 Griffith and his Energy criterion Crack propagates when favorable, i.e. system reduces its total energy Relaxed material behind crack = Elastic strain energy released Crack having surface energy (s) a a = edge crack or 1/2 central crack ME 340: Materials & Design 4.5 What about ductile materials But for v. ductile materials p >>> s Define the strain energy release rate Gc (IRWIN 1950) Hence Toughness or Strain energy release rate (Energy absorbed per unit area of crack) ME 340: Materials & Design 4.6 Condition for fast fracture (for crack through center of a wide plate) Comes up a lot Hence give it symbol, K, Stress intensity factor a EGc Fast fracture occurs when K=Kc Modes of fracture ME 340: Materials & Design 4.7 Stress intensity factor AND ME 340: Materials & Design = 4.8 What about ductile materials consider y (i.e. y means direction not yield) Plastic zone ME 340: Materials & Design 4.9 ME 340: Materials & Design 4.10 ME 340: Materials & Design 4.11 ME 340: Materials & Design 4.12 From: H.L.Ewalds, and R.J.H. Wanhill, Fracture Mechanics, 1991 ME 340: Materials & Design 4.13 From: H.L.Ewalds, and R.J.H. Wanhill, Fracture Mechanics, 1991 ME 340: Materials & Design 4.14 Plane strain fracture toughness ME 340: Materials & Design To be plane strain 4.15 ME 340: Materials & Design 4.16 Design using fracture mechanics Example: Compare the critical flaw sizes in the following metals subjected to tensile stress 1500MPa and K = 1.12 a. KIc (MPa.m1/2) Critical flaw size (microns) Al 250 7000 Steel 50 280 Zirconia(ZrO2) 2 0.45 Toughened Zirconia 12 16 SOLUTION Where Y = 1.12. Substitute values ME 340: Materials & Design 4.17 From, M. Ashby, Engineering Materials 1, 2nd edition, 1996 COMPRESSED AIR TANKS FOR A SUPERSONIC WIND TUNNEL Supersonic wind tunnels in an Aerodynamic Lab, are powdered by a bank of large cylindrical pressure vessels. How can we design and check pressure vessels to make sure that they are safe? Vessels must be safe from plastic collapse or fail by fast fracture Also must not fail by fatigue Hoop stress in the wall of a cylindrical pressure vessel containing gas at pressure p: Provided that the wall is thin (t<<r) pr t For general yielding For Fast Fracture ME 340: Materials & Design y a Kc 4.18 Kc 1 ( ) a Yield before fracture Fracture before Yield Fatigue or stress corrosion Increases crack size to critical value ME 340: Materials & Design 4.19 Easy to detect 10mm critical crack but not 1mm as for Al ME 340: Materials & Design 4.20 If critical flaw size is less than thickness fast fracture NO WARNING For critical crack size 2a ME 340: Materials & Design 4.21 R-curve behavior From: Brian Lawn, Fracture of brittle solids, 2nd edition, Cambridge university press) p.210, 1993 ME 340: Materials & Design 4.22