Budynas-Nisbett:Shigley's ll.Failure Prevention 5.Failures Resulting from ©The McGraw-Hfl Mechanical Engineering Static Loading Companies,2008 Design,Eighth Edition 5 Failures Resulting from Static Loading Chapter Outline 5-1 Static Strength 208 5-2 Stress Concentration 209 5-3 Failure Theories 211 5-4 Maximum-Shear-Stress Theory for Ductile Materials 211 5-5 Distortion-Energy Theory for Ductile Materials 213 5-6 Coulomb-Mohr Theory for Ductile Materials 219 5-7 Failure of Ductile Materials Summary 222 5-8 Maximum-Normal-Stress Theory for Brittle Materials 226 5-9 Modifications of the Mohr Theory for Brittle Materials 227 5-10 Failure of Brittle Materials Summary 229 5-11 Selection of Failure Criteria 230 5-12 Introduction to Fracture Mechanics 231 5-13 Stochastic Analysis 240 5-14 Important Design Equations 246 205Budynas−Nisbett: Shigley’s Mechanical Engineering Design, Eighth Edition II. Failure Prevention 5. Failures Resulting from Static Loading © The McGraw−Hill 209 Companies, 2008 5Failures Resulting from Static Loading Chapter Outline 5–1 Static Strength 208 5–2 Stress Concentration 209 5–3 Failure Theories 211 5–4 Maximum-Shear-Stress Theory for Ductile Materials 211 5–5 Distortion-Energy Theory for Ductile Materials 213 5–6 Coulomb-Mohr Theory for Ductile Materials 219 5–7 Failure of Ductile Materials Summary 222 5–8 Maximum-Normal-Stress Theory for Brittle Materials 226 5–9 Modifications of the Mohr Theory for Brittle Materials 227 5–10 Failure of Brittle Materials Summary 229 5–11 Selection of Failure Criteria 230 5–12 Introduction to Fracture Mechanics 231 5–13 Stochastic Analysis 240 5–14 Important Design Equations 246 205