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FLUCTUATING STRESSES SUBJECT: Design of machine elements
Submitted to- Dhaval Darji Sir Mechanical Department By
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Fatigue load The loads, which vary in magnitude and/or direction with respect to time, are known as fatigue, fluctuating or alternating loads. It has been observed that, when the mechanical component is subjected to fluctuating loads, it fails at a stress considerably below the ultimate strength and quite frequently even below the yield strength. Such failure is Fatigue failure.
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B Instantaneuos Fast Fracture! A Crack nucleation and Growth
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Fluctuating stresses When the mechanical component is subjected to the fatigue or fluctuating load, the stress induced is known as fluctuating stress.
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Repeated & Reversed Stress
an element subjected to a repeated and alternating tensile and compressive stresses. Continuous total load reversal over time
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Definitions: = Alternating stress = Mean stress = R value:
R = 0, repeated and one direction, i.e. stress cycles from 0 to max value. R =-1, Fully reversed (R-R Moore)
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1.Repeated and Reversed Stress
The average or mean stress is zero.
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Fluctuating Stress When an element experiences alternating stress, but the mean stress is NOT zero. Load varies between P and Q over time
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2.Fluctuating Stress Example
Bending of Rocker Arm Valve Spring Force Valve Open Valve Closed Tension in Valve Stem Valve Closed Valve Spring Force Valve Open
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Tensile Stress w/ Tensile Mean
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Partially Reversed w/ Tensile Mean
smax is tensile and smin is compressive
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Partially Reversed w/ Compressive Mean
smax is tensile and smin is compressive
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Compressive Stress w/ Compressive Mean
smax and smin are both compressive
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Repeated – One Direction Stress
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Fatigue Failure, S-N Curve
Test specimen geometry for R.R. Moore rotating beam machine. The surface is polished in the axial direction. A constant bending load is applied. Motor Load Rotating beam machine – applies fully reverse bending stress Typical testing apparatus, pure bending
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Fatigue Failure, S-N Curve
Finite life Infinite life S′e = endurance limit of the specimen Se ′
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Design for Finite Life Sn = a (N)b equation of the fatigue line
Se 106 103 A B N S Sf 5x108 103 A B Point A Sn = .9Sut N = 103 Point A Sn = .9Sut N = 103 Point B Sn = Se N = 106 Point B Sn = Sf N = 5x108
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Sn = a (N)b Sn Se ( ) ⅓ Sn n a log .9Sut = log a + b log 103
log Sn = log a + b log N a = (.9Sut)2 Se b .9Sut 1 3 log log .9Sut = log a + b log 103 log Se = log a + b log 106 Sn = Se ( N 106 ) ⅓ .9Sut log Sn Kf a = n Design equation Calculate Sn and replace Se in the design equation
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Design of components subjected to fluctuating stresses for infinite life
Mean stress Alternating stress m a Sy Yield line Gerber curve Se Sy Soderberg line Sut Goodman line
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The Effect of Mean Stress on Fatigue Life Modified Goodman Diagram
Alternating stress m a Sy Yield line Se Safe zone C Goodman line Sy Sut Mean stress
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a Sy Yield line - Syc Se Safe zone Sut Goodman line Safe zone - m Sy
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a a m a m a = a + m = a + m = m > 0 m ≤ 0 nf Se Sut Sn
Fatigue, m ≤ 0 Fatigue, m > 0 a nf Se 1 = Sut a m + Infinite life a = Se nf Finite life Sn 1 = Sut a m + a + m = Sy ny Yield Se a + m = Sy ny Yield C Safe zone Safe zone - m - Syc Sy Sut +m
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Combined loading xya alternating component of shear stress
All four components of stress exist, xa alternating component of normal stress xm mean component of normal stress xya alternating component of shear stress xym mean component of shear stress Calculate the alternating and mean principal stresses, 1a, 2a = (xa /2) ± (xa /2)2 + (xya)2 1m, 2m = (xm /2) ± (xm /2)2 + (xym)2
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a′ = (1a + 2a - 1a2a)1/2 m′ = (1m + 2m - 1m2m)1/2 ′a ′m nf
Calculate the alternating and mean von Mises stresses, a′ = (1a + 2a - 1a2a)1/2 2 m′ = (1m + 2m - 1m2m)1/2 2 Fatigue design equation nf Se 1 = Sut ′a ′m + Infinite life
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THANK YOU
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