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E MCH 315 Mechanical Response of Engineering Materials
Lecture 28 Creep II Chap. 10
FALL 2013: EMCH 315 Lecture 28: Slide 1
FALL 2013: EMCH 315 2
Table of melting or softening temperatures.
(Light bulb)
Creep occurs at > ½ Tm
FALL 2013: EMCH 315 3
ε
I II III
t
2. Creep Rupture
I
II
III
At constant T
ε0
εss = (σ/σ0)m e-ΔH/kT Dorn-Miller steady state creep
rate equation.
Some design situaBons will be constrained by complete failure due to creep. This is called “creep rupture” (failure).
FALL 2013: EMCH 315 4
Taken from www3.toshiba.co.jp/ddc/eng/materials/e_tan_3.htm
Grain boundary
Voids, holes Inter-grainular failure
Strain-induced micro-voids grow, coalesce, and form macro-scale cracks.
Fish mouth failure, very spectacular rupture, very damaging failure.
Figures 4 & 5 are from Understanding How Components Fall, Second Edition. Written by, Donald J. Wulpi. 1999. Pgs.231 & 232.
Super heater tube of stainless steel (ASME SA-213)
1 µm
LIFETIME-‐LIMITED DESIGN LifeBme of the component prior to failure is criBcal (creep strains can be tolerated): requires predicBve equaBons for creep rupture.
FALL 2013: EMCH 315 5
• We want to determine ε = f (material properBes, σ, T, t). • Rupture phenomenon is________________________
process. • Challenge is to predict service life using experimental
data. – Service life – up to _____________ – Experimental creep data only ___________________
• Use data from relaBvely short Bme tests, but at temperatures above the service temperature of interest. Then ___________________ the behavior for the longer Bmes at the service temperature.
thermally activated rate
Creep Life PredicBon: Temperature-‐compensated Bme • For accelerated tesBng, a higher
temperature is used at the same stress so as to cause a shorter Bme to failure such that temperature is traded for Bme.
• Based on the fact that there is an Arrhenius relaBon between creep rate and temperature has led to a number of Bme temperature parameters to be developed which enable extrapolaBon and predicBon of creep rates or creep rupture Bmes to longer Bmes than have been measured.
FALL 2014: EMCH 315 6
General Example of Arrhenius Relationships and Plots
• It is assumed that the failure mechanism does not change and hence is not a funcBon of temperature or Bme.
new coefficient ___ is a mat’l parameter
The governing Arrhenius relaBonship for Bme-‐to-‐rupture, tr
FALL 2014: EMCH 315 7
tr-1 = _________
Define ΔHr for creep rupture process In general, ΔHr ≠ ΔHss (“ss” = steady-state)
NOTE: infinite T is physically meaningless and so is tr = to
Decomposing the Arrhenius relationship logarithmically
and thus log tr
−1( ) = log to−1e
−ΔHrkT⎡
⎣⎢
⎤
⎦⎥⇒ (0.434) ΔHr
kT= − log10 t0 + log10 tr
log10 (tr−1) = log10 (1)− log10 (tr )
log10 (to−1)x e
−ΔHrkT
⎛⎝⎜
⎞⎠⎟
⎡
⎣⎢
⎤
⎦⎥ = log10 (1 / to )[ ]+ log10 e
−ΔHrkT
⎛⎝⎜
⎞⎠⎟
⎡
⎣⎢
⎤
⎦⎥
= log10 (1)− log10 (to )[ ]+ − ΔHr
kTlog10 e
⎡⎣⎢
⎤⎦⎥
Time-‐to-‐rupture depends on stress and temperature.
FALL 2013: EMCH 315 8
⬆σ ⬆T
Stage III – creep strain accumulate until strain-induced micro-voids grow and coalesce to form micro-cracks. Hence, there isn’t enough material to bear load and rupture (failure) ensues.
Creep rupture data plotted in log10tr vs 1/T Rearrange for plotting as
Experimental observaBons reveal two rupture responses for differing materials .
FALL 2014: EMCH 315 9
(0.434) ΔHr
kT= − log10 to + log10 tr
Employ parametric approaches A single parameter is used to relate variables instead of a general predictive equation relating stress, temperature, and time-to-rupture
experimental temperatures __________ than actual service temperatures to __________ rupture to within 102 to 104 hours
Experimental observaBons reveal two rupture responses for differing materials.
FALL 2013: EMCH 315 10
Case 1 – _____________________ : ___________________ creep rupture prediction via ___________________
parametric approach [______________________________________]
Case 2 - ________________________ : ________________ creep rupture prediction via ___________________
parametric approach
ΔHr depends on stress
most commonly used in engineering practice
ΔHr independent of σ
_____________________
__________________
____
Case I. Collections of data log10tr vs. 1/T for different σ’s
FALL 2013: EMCH 315 11
________________ t0
1/T
σ3> σ2 > σ1
log10 t0
log 1
0 tr
σ1 σ2 σ3
= 0.434 ΔHr/k
(°Abs)
____________________
Δ(1/T)
Δ(1/T): range of T, within which creep rupture occurs in moderate amounts of testing time
Larson-‐Miller Approach
FALL 2014: EMCH 315 12
“C” is material dependent.
log10 tr = log10 t0 + (0.434)ΔHr(σ )
k1T
P = T (o Abs) C + log10 tr[ ]Defines Larson-Miller constant, C:
based on rate theory, to on the order of ______
experimental variations suggest ________________ 10-15 to 10-30
commonly ranges from 15 to 30
Defines Larson-Miller parameter, P:
Master Life Curve
FALL 2014: EMCH 315 13
P = T(° Abs)[C + log10 tr]
Results of many experiments of the type used to generate the failure lines lo
g 10 σ
Actual shape of curve depends on the material
Because the underlying stress relationship is unknown,
the Larson Miller parametric correlation is used to relate the variable for any given material.
P ≡ (0.434) ΔHr(σ )k
FALL 2014: EMCH 315 14
1/T
Case 2: same slope and different y intercept
log10t0 (varies with stress)
log 1
0tr
Master life curves for case 2: log10σ vs Dorn parameter Most researchers have found that t0 is stress independent, as shown in Case 1. So case I is closer to reality.
σ1 σ2
Same slope
(°Abs) to has a σ dependence
ΔHr does not vary with stress.
different intercept
log10 tr = log10 t0 + (0.434)ΔHr(σ )
k1T
log10 to = log10 tr − (0.434)ΔHr(σ )
k1T
rearrange previous equation to reflect stress dependence of to
Take antilog of new eqn
to = tre−ΔHr (σ )
kT = ′PDorn parameter
15
#5. A plot between log10 σ vs T(°Abs)(C + log10 tr) #6. Use the master life curve plotted in #5 and determine:
(a) maximum operating stress for at least 300,000 hours at 1325 °F
(b) If the data for the point on the master life curve used in the first part (part a), were to be obtained from a 1,000 hr creep rupture test, what would be the best temperature.
FALL 2013: EMCH 315
Hints for Home Work 6 (Chapter 10)