1 / 20

Bruce Mayer, PE Registered Electrical & Mechanical Engineer BMayer@ChabotCollege

Engineering 45. Material Failure (2). Bruce Mayer, PE Registered Electrical & Mechanical Engineer BMayer@ChabotCollege.edu. Learning Goals.1 – Failure. How Flaws In A Material Initiate Failure How Fracture Resistance is Quantified How Different Material Classes Compare

dale
Télécharger la présentation

Bruce Mayer, PE Registered Electrical & Mechanical Engineer BMayer@ChabotCollege

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Engineering 45 MaterialFailure (2) Bruce Mayer, PE Registered Electrical & Mechanical EngineerBMayer@ChabotCollege.edu

  2. Learning Goals.1 – Failure • How Flaws In A Material Initiate Failure • How Fracture Resistance is Quantified • How Different Material Classes Compare • How to Estimate The Stress To Fracture • Factors that Change the Failure Stress • Loading Rate • Loading History • Temperature Last Time

  3. Learning Goals.2 – Failure • FATIGUE Failure • Fatigue Limit • Fatigue Strength • Fatigue Life • CREEP at Elevated Temperatures • Incremental Yielding at <y Over a Long Time Period at High Temperatures

  4. Fatigue Defined • ASTM E206-72 Definition The Process of PROGRESSIVE LOCALIZED PERMANENT Structural Change Occurring in a Material Subjected to Conditions Which Produce FLUCTUATING Stresses and Strains at Some Point or Points Which May Culminate in CRACKS or Complete FRACTURE After a Sufficient Number of Fluctuations

  5. Caused by Load-Cycling at <y Brittle-Like Fracture with Little Warning by Plastic Deformation May take Millions of Cycles to Failure Fatigue Failure • Crack Initiation Site(s) • “Beach Marks” Indicate of Crack Growth • Distinct Final Fracture Region • Fatigue Failure Time-Stages

  6. Recall Fatigue Testing (RR Moore Tester) compression on top specimen counter motor bearing bearing flex coupling tension on bottom s s max S s m s time min Fatigue Parameters • Stress Varies with Time; Key Parameters • m  Mean Stress (MPa) • S  Stress Amplitude (MPa) • Failure Even thoughmax < c • Cause of ~90% of Mech Failures

  7. More Fatigue Parameters • σmax = maximum stress in the cycle • σmin = minimum stress in the cycle • σm = mean stress in the cycle = (σmax + σmin)/2 • σa = stress amplitude = (σmax - σmin)/2 • Δσ = stress range = σmax - σmin = 2σa • R = stress ratio = σmax/σmin

  8. Fatigue (Endurance) Limit, Sfat in MPa Unlimited Cycles if S < Sfat S = stress amplitude case for unsafe steel (typ.) S fat safe 3 5 7 9 10 10 10 10 N = Cycles to failure S = stress amplitude case for Al (typ.) unsafe safe 3 5 7 9 10 10 10 10 N = Cycles to failure Fatigue Design Parameter • Some Materials will NOT permit Limitless Cycling • i.e.; Sfat = ZERO

  9. Fatigue Cracks Grow INCREMENTALLY during the TENSION part of the Cycle Math Model for Incremental Crack Extension typ. 1 to 6 increase in crack length per loading cycle Factigue Crack Growth Opening-Mode (Mode-I) Stress Intensity Factor • Example: Austenitic Stainless Steel

  10. Impose a Compressive Surface Stress (to Suppress Surface cracks from growing) S = stress amplitude near zero or compressive, m moderate tensile, m larger tensile, m N = Cycles to failure Improving Fatigue Performance • Method 1: shot peening • Method 2: carburizing (interstitial) • Remove Stress-Concentrating sharp corners better bad bad better

  11. Creep Deformation • Creep Defined HIGH TEMPERATURE PROGRESSIVE DEFORMATION of a material at constant stress.  High temperature is a relative term that is dependent on the material(s) being evaluated. • For Metals, Creep Becomes important at Temperatures of About 40% of the Absolute Melting Temperature (0.4Tm)

  12. In a creep test a constant load is applied to a tensile specimen maintained at a constant temp. Strain is then measured over a period of time Typical Metallic Dynamic Strain at Upper-Right Creep: ε vs t Behavior • Stage-1 → Primary • a period of primarily transient creep. During this period deformation takes place, and StrainHardening Occurs

  13. Stage-II → Steady State Creep a.k.a. Secondary Creep Creep Rate, dε/dt is approximately Constant Strain-Hardening and RECOVERY Roughly Balance Stage-III → Tertiary Creep Creep: εvs t Behavior cont.1 • a reduction in cross sectional area due to necking, or effective reduction in area due to internal void formation • Creep Fracture is often called “Rupture”

  14. Most of Material Life Occurs in this Stage Strain-Rate is about Constant for Given T & σ Work-Hardening Balanced by Recovery The Math Model Secondary Creep • Where • K2  A Material-Dependent Constant • σ The Applied Stress • n  A Material Dependent Constant • Qc  The Activation Energy for Creep • R  The Gas Constant • T  The Absolute Temperature

  15. Occurs Along Grain Boundaries g.b. cavities 100 2 0 applied stress Stress, ksi 10 data for S-590 Iron 1 12 16 20 24 28 3 24x103 K-log hr L(10 K-log hr) temperature function of applied stress 1073K Ans: tr = 233hr time to failure (rupture) Creep Failure • Estimate Rupture Time • S590 Iron, T = 800 °C, σ= 20 Ksi • The Time-to-Rupture Power-Law Model

  16. P Al2014-T6 σm =5 ksi 0.60” P WhiteBoard Work • Problem 8.17 • Ø 0.60” 2014-T6 Al Round bar • Cyclic Axial Loading in Tension-Compression • Design Life, N = 108 Cycles • σmean = 5 ksi • S-N per Fig 8.34 • Find Loads: Pmax, Pmin • See NEXT Slide

  17. S-N Data for 2014-T6 Al 19.5 ksi

  18. Creep Test Instrument

More Related