Service loading test as a source for the fatigue curve parameters’ estimation

Very important question of fatigue curve parameter estimation might be explored from the point of view of service loading. Comparative testing at varied stress levels with subsequent computation might reveal some peculiarities of fatigue curves and substantial changes of their parameters due to serv...

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Published in:Проблемы прочности
Date:2009
Main Authors: Gadolina, I.V., Petrova, I.M.
Format: Article
Language:English
Published: Інститут проблем міцності ім. Г.С. Писаренко НАН України 2009
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Online Access:https://nasplib.isofts.kiev.ua/handle/123456789/48473
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Journal Title:Digital Library of Periodicals of National Academy of Sciences of Ukraine
Cite this:Service loading test as a source for the fatigue curve parameters’ estimation / I.V. Gadolina, I.M. Petrova // Проблемы прочности. — 2009. — № 1. — С. 76-82. — Бібліогр.: 4 назв. — англ.

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Digital Library of Periodicals of National Academy of Sciences of Ukraine
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author Gadolina, I.V.
Petrova, I.M.
author_facet Gadolina, I.V.
Petrova, I.M.
citation_txt Service loading test as a source for the fatigue curve parameters’ estimation / I.V. Gadolina, I.M. Petrova // Проблемы прочности. — 2009. — № 1. — С. 76-82. — Бібліогр.: 4 назв. — англ.
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container_title Проблемы прочности
description Very important question of fatigue curve parameter estimation might be explored from the point of view of service loading. Comparative testing at varied stress levels with subsequent computation might reveal some peculiarities of fatigue curves and substantial changes of their parameters due to service loading factors. Проблема определения параметров кривой усталости может быть решена с учетом осо­бенностей эксплуатационного нагружения. Показано, что сравнительные испытания в условиях изменения уровня напряжений и учет полученных результатов в последу­ющих расчетах позволяют определить неко­торые особенности кривых усталости и су­щественные изменения их параметров, свя­занные с влиянием факторов эксплуатаци­онного нагружения.
first_indexed 2025-12-07T16:53:46Z
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fulltext UDC 539.4 Service Loading Test as a Source for the Fatigue Curve Parameters’ Estimation I. V. G ado lina an d I. M . P etrova Blagonravov Institute of Engineering Science, Russian Academy of Sciences, Moscow, Russia Very important question offatigue curve parameter estimation might be explored from the point o f view o f service loading. Comparative testing at varied stress levels with subsequent computation might reveal some peculiarities offatigue curves and substantial changes o f their parameters due to service loading factors. K e y w o r d s : metal fatigue, service loading, damage summation, nonlinear equation systems, test acceleration In tro d u c tio n . For the operation life estimation under random or block loading the fatigue curve (1) w hich describes the dependence o f the ultimate number o f cycles N on the stress amplitude o by the varied kind o f dependences (Wohler, Weibull, et al.) is often used N = f (o , A ), ( 1) where A is the fatigue curve param eters’ vector which is usually estimated in the test w ith constant amplitude loading (one step loading). Usage o f the M ainer fatigue damage accumulation hypothesis W S n t N i (2)i =1 1 for the total life estimation W n 2 = 2 n i (3) i =1 often leads to non-conservative estimation [1]. [In (3): n t is the num ber o f the cycles w ith amplitude o t and w is the num ber o f the intervals o f the cycle- counted random loading process or the step num ber o f the block loading.] That m eans that validity o f (2) is not always approved experimentally. Numerous investigations show that the fatigue curve is affected by such loading factors as rare overloads, m anifold loads below the endurance limit, etc. The aim o f the present work is to estimate the fatigue curve parameters with the utilization o f the service loading test results. © I. V. GADOLINA, I. M. PETROVA, 2009 76 ISSN 0556-171X. Проблемы прочности, 2009, № 1 Service Loading Test as a Source Assume we have the data o f some service loading tests, which were carried out at s loading levels. For reduction o f errors due to the test data scatter inherent to fatigue, the assessment should include the statistical aspect. Usually 3 to 5 specimens are tested at each level. The value n 2 in (3) is a m edian value. Let us define the calculated fatigue curve with the param eter vector A (A in general differs from A)® as N * = f i (° , A * ) (4) satisfying s conditions o f the M ainer linear summation (2): w ------ = 1 ite -*-4 i=1 N i,1( a > A ) W2 У — П И ____ = 1 1 N > . A > ) ' (5) •'S У =1 N i ,s( ° , A ) = 1. n i s Here n j , . . . , n ^ i are the components o f the total life for the 1-st test under service loading with stress amplitudes, respectively о 11, ..., о ^ 1, n 1s , . . . , n w s are the same for the test num ber s w ith stresses о 1 s , . . . , о w s. The num ber o f the items Wk in kth test (k = 1, 2 , . . . , s) corresponds to the num ber o f intervals o f the cycle-counted random loading processes or to the step num ber o f the block loading. * The dimension r o f the param eter A depends on the kind o f fatigue life described by Eq. (1) and is not lower than 2 (r > 2). It defines the num ber o f the required levels o f testing s (s > r). Various approaches for the solution o f the equation system (5) relative to * unknown A were developed. * The D irect Selection o f A B ased on C onsidera tion o f E xperim en ta l R esults o f C om p ara tiv e Ir re g u la r Testing. The approach is applied when only one param eter varies, for example, the fatigue limit о r . For the structural steels under one-step loading often a threshold value (fatigue limit) is determined. In this case, Eq. (1) in nonlinear form and with additional param eter о r has the form (r = 3): ® Hereinafter symbol * depicts all values obtained by the comparative irregular testing computation method. ISSN 0556-171X. Проблемы прочности, 2009, N2 1 77 I. V. Gadolina and I. M. Petrova log N = C = m log o for o > o r , log N = « for o < o r , (6) where C and m are the m aterial parameters. Experiments have shown, that the fatigue limit o r is often decreased due to operation factors. The design m ethod for operation life estimation based on this phenom ena has been developed [2]. This m ethod assumes that param eter o r decreases, and parameters C and m remain constant. W ith the aim o f experimental verification o f the fatigue curve extrapolation in the upper part o f the equation (6) below the fatigue limit o r , the irregular fatigue testing with two different loading blocks were carried out (two irregular experiments: s = 2). In Fig. 1, those blocks are shown together w ith fatigue curves. Lines 1 show the initial 8-step loading block, in which two low steps are below the fatigue limit o r . Here o r was estimated in constant loading test illustrated by fatigue curve 3. Lines 2 depict the truncated block, in which two low steps were discarded. I f only two low steps in block 1 do not contribute to the fatigue damage, the fatigue life expressed in the block numbers w ould remain the same. The distribution o f fatigue lives expressed in block number significantly differs. This testifies to the fact, that low steps do contribute into the fatigue damage. The experimental results confirm that the fatigue limit decreases * during the irregular loading, i.e., o r < o r , and fatigue curve changes from 3 to 4. Fig. 1. Comparative tests under block loading. * Selection of A B ased on A ccelerated C oefficient A nalysis k a c . In [3], the approach o f the acceleration coefficient k ac to the estimating fatigue curve parameters in gigacycle region ( N > 1 0 ) was introduced. Value o f k ac shows the ratio o f the fatigue lives at varied loading levels. This approach is applied to homothetic stress blocks, i.e., for such tests, in which the non-dimensional distribution ( S i , t t ) is constant (S i = o ^ o max, t t = n / n 2 , o max is the maximum amplitude in the loading block). The tests’ num ber on varied levels should be s > 2. Let us consider the set o f G hypotheses based on the linear summation rule (2). Comparing the k ac values - experimental and calculated according to m odified hypotheses - we can choose the best fit hypothesis (providing the best 78 ISSN 0556-171X. npodxeMbi npounocmu, 2009, N9 1 Service Loading Test as a Source correlation). W hile doing this, the damage estimation is made using by the m odified G fatigue curves (the num ber o f hypothesis corresponds to the number o f fatigue curve). The selection o f the m ost appropriate hypothesis is selected by the m inim um value o f W (g), where g is the order num ber o f the hypothesis ( g = 1, 2, . . . , G ). By definition k ac > 1. I f we have two levels o f irregular testing ( s = 2), then k ac = R m x / R min , where R max and R min are the m edian fatigue lives under lower and higher loading levels, respectively. Calculated according the hypothesis g , acceleration coefficients are k̂ ag^ = R mgx/Rmin, where R ^gX and R are the corresponding fatigue lives calculated by the gth hypothesis. In this case, the following expression is proposed as an optimization criterion: W (g) = I k *yc — k (gc) \ ^ min. (7) For the analysis o f test results w ith s > 2, s — 1 experimental and calculated acceleration coefficients are determined. For the selection o f the optimum hypothesis the m inim um o f the additive value o f the optimization criterion is chosen: s—1 W (g ) = 2 \ k a c i — kS \ ^ min. (8) i =1 Here k ac,i = R i l R min and k<g,i = R(g V R , where R t and R (g ) ( i = 1, 2 , . . . , s — 1) are respectively experimental and calculated according to g th hypothesis fatigue lives under lower stress levels. * The example o f estimation o f the m odified fatigue curve slope m is considered. Here the form o f fatigue curve (1) was taken as log N = C — m log o , (9) where C and m are the m aterial parameters ( r = 2). The example o f laboratory testing o f the specimens under wide-band random loading at three levels (s = 3) was considered. Based on comparison o f the calculated acceleration coefficients with experimentally obtained ones, the optimum * value o f m = 8 -9 was derived (the initial value, resulted from the constant amplitude test, reached m = 18. In Fig. 2, the dependence o f the additional optimization criterion (8) on varied slope param eter is shown. The first minimum * o f W is for m = 8-9. A dotted vertical line indicates m value obtained in regular loading testing. The second m inim um o f the calculated dependence W ( m = 17) = = 0.95 is located nearby. N on-L inear E q u atio n System (5) Solution by the L east-S quare M ethod. The approach is the m ost general. Superimposing unit to the left part, we convert the system (5) into the form: ISSN 0556-171X. npoôëeMbi npounocmu, 2009, N9 1 79 I. V. Gadolina and I. M. Petrova w 2 4 ,1 =1 N i ,1( a , A ) 4 ,2w22- N -2 (a , A " ) 1 = 0 , 1 = 0 , ( 10) *1 ,s =1 N i ,S ( a , A ) - 1 = 0. % The solution o f the system (5) will be the values o f parameters A , under which the deviations from zero (the objective function) o f the Eqs. (10) are m inim al. W 1.4 1.2 1 0.8 0.6 0.4 0.2 0 0 5 10 15 20 m • • • • • • • • ̂ •Fig. 2. Optimization additive criterion W on slope parameter m (modeling). For the fatigue curve in form (6) the system (9) is converted to w n i ,1 > — F— l---------- 1= 0 ,^ 10C -m log a i,1 W2 n i ,2 > — F— l---------- 1= 0 ,Z - t 10C-m toga ,,2 1 =1 ( 11) s 2 i =1 10 C —m lg a , 1 = 0. n C Converting the expressions in denom inator in (11) and denoting 10 = C ', we get 80 ISSN 0556-171X. Проблемы прочности, 2009, N 1 Service Loading Test as a Source w _ L ll log0 i,1 i =1 w 1 = o, i =1 ( 12) ÿ — 10 Z j с ' m log о i i =1 - 1= 0. The next step is the system (12) solution by the least square method. This m ethod application is the m ost correct when the values have norm al distribution. I f this condition is satisfied, the solution will correspond to the maximum likelihood method. I f the distribution differs from normal, the problem should be solved by the maximum likelihood method taking into consideration the hypotheses o f the real random value distribution. To have fairly representative set by the irregular loading w ith two-parameter fatigue curve estimation (9) ( r = 2), the num ber o f tested levels s (considering scatter) should be not less than 3 (s > 3). For the least square m ethod system solution the standard algorithm in computation m edia MATLAB 6.5 was used. I f the fatigue curve has only two parameters, the equation system solution m ight be obtained graphically, using computation m athematics graphical facilities. I f the fatigue curve is a step-wise non-linear function (r > 2), for example as in (6), the random adaptive search m ethod should be used for its solution. For the considered example o f random loading, the calculated by the least * square m ethod result is almost the same as that obtained by A selection based on the accelerated coefficient analysis k ac. a, MPa Fig. 3. Comparison of the experimental and calculated fatigue curves. ISSN 0556-171X. Проблемы прочности, 2009, N2 1 81 I. V. Gadolina and I. M. Petrova In Fig. 3, the fatigue curve obtained for regular loading test is shown (solid line) together w ith the curve, obtained on the base o f comparative random loading according to the proposed method. C onclusions. Based on some examples o f the block and random loading * tests, the fatigue curve param eter A estimation by the proposed m ethod has been performed. This estimation was obtained under conditions which were the * m ost congenial to operation ones. Due to this, using A for estimation o f the service life discounts the error probability. For the fatigue curve in form (6) it was * * found that the slope fatigue param eter in A is less fitting w ith A ( m < m). This result agrees w ell with those obtained in [4]. 1. A. P. Gusenkov (Ed.), V. P. Kogaev, S tre n g th C a lc u la tio n s u n d e r V a r ia b le S tr e s s C o n d it io n s [in Russian], M ashinostroenie, M oscow (1993). 2. A. P. Gusenkov (Ed.), I. M. Petrova, I. V. Gadolina, F a tig u e S tre n g th A n a lis is o f M a c h in e s w ith A c c o u n t o f P r o b a b i l i t y A s p e c ts [in Russian], M e th o d ic a l G u id e lin e : P r o b le m s o f S tren g th , O p e ra tio n L ife , a n d R e a lia b il ity o f M a c h in e s , M oscow (1991). 3. I. V. Gadolina, “Tests under irregular loading as a source o f information about the fatigue curve behavior in the gigacycle region,” in: M e c h a n ic a l F a tig u e o f M e ta ls (Proc. o f the Colloq.) [in Russian], Ternopil State University, Ternopil (2006), pp. 141-143. 4. M. E. Garf and E. D. Buglov, “On peculiarities o f fatigue damage accumulation under a range o f nonstationary loads below fatigue lim it,” V est. M a s h in o s tr ., No. 6 , 23-25 (1964). Received 11. 06. 2008 82 ISSN 0556-171X. npodxeMbi npounocmu, 2009, N 1
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institution Digital Library of Periodicals of National Academy of Sciences of Ukraine
issn 0556-171X
language English
last_indexed 2025-12-07T16:53:46Z
publishDate 2009
publisher Інститут проблем міцності ім. Г.С. Писаренко НАН України
record_format dspace
spelling Gadolina, I.V.
Petrova, I.M.
2013-08-20T04:04:47Z
2013-08-20T04:04:47Z
2009
Service loading test as a source for the fatigue curve parameters’ estimation / I.V. Gadolina, I.M. Petrova // Проблемы прочности. — 2009. — № 1. — С. 76-82. — Бібліогр.: 4 назв. — англ.
0556-171X
https://nasplib.isofts.kiev.ua/handle/123456789/48473
539.4
Very important question of fatigue curve parameter estimation might be explored from the point of view of service loading. Comparative testing at varied stress levels with subsequent computation might reveal some peculiarities of fatigue curves and substantial changes of their parameters due to service loading factors.
Проблема определения параметров кривой усталости может быть решена с учетом осо­бенностей эксплуатационного нагружения. Показано, что сравнительные испытания в условиях изменения уровня напряжений и учет полученных результатов в последу­ющих расчетах позволяют определить неко­торые особенности кривых усталости и су­щественные изменения их параметров, свя­занные с влиянием факторов эксплуатаци­онного нагружения.
en
Інститут проблем міцності ім. Г.С. Писаренко НАН України
Проблемы прочности
Научно-технический раздел
Service loading test as a source for the fatigue curve parameters’ estimation
Применение испытаний с эксплуатационным нагружением для определения параметров кривой усталости
Article
published earlier
spellingShingle Service loading test as a source for the fatigue curve parameters’ estimation
Gadolina, I.V.
Petrova, I.M.
Научно-технический раздел
title Service loading test as a source for the fatigue curve parameters’ estimation
title_alt Применение испытаний с эксплуатационным нагружением для определения параметров кривой усталости
title_full Service loading test as a source for the fatigue curve parameters’ estimation
title_fullStr Service loading test as a source for the fatigue curve parameters’ estimation
title_full_unstemmed Service loading test as a source for the fatigue curve parameters’ estimation
title_short Service loading test as a source for the fatigue curve parameters’ estimation
title_sort service loading test as a source for the fatigue curve parameters’ estimation
topic Научно-технический раздел
topic_facet Научно-технический раздел
url https://nasplib.isofts.kiev.ua/handle/123456789/48473
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