NASA-CR-33-1964 Probability functions for random responses prediction of peaks fatigue damage and catastrophic failures《随机响应概率函数 峰值 疲劳损伤和灾难性故障的预测》.pdf
《NASA-CR-33-1964 Probability functions for random responses prediction of peaks fatigue damage and catastrophic failures《随机响应概率函数 峰值 疲劳损伤和灾难性故障的预测》.pdf》由会员分享,可在线阅读,更多相关《NASA-CR-33-1964 Probability functions for random responses prediction of peaks fatigue damage and catastrophic failures《随机响应概率函数 峰值 疲劳损伤和灾难性故障的预测》.pdf(60页珍藏版)》请在麦多课文档分享上搜索。
1、ow Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-NATIONAL AERONAUTICS AND SPACE ADMINISTRATION For sale by the Office of Technical Services, Department of Commerce, Washington, D. C. 20230 - Price $1.50 PROBABILITY FUNCTIONS FOR RANDOM RESPONSES :
2、PREDICTION OF PEAKS, FATIGUE DAMAGE, AND CATASTROPHIC FAILURES By Julius S. Bendat Prepared under Contract No. NAS-5-4590 by MEASUREMENT ANALYSIS CORPORATION Los Angele s, California This report is reproduced photographically from copy supplied by the contractor. Provided by IHSNot for ResaleNo repr
3、oduction or networking permitted without license from IHS-,-,-PROBABILITY FUNCTIONS FOR RANDOM RESPONSES: PREDICTION OF PEAKS. FATIGUE DAMAGE. AND CATASTROPHIC FAILURES CONTENTS 1 . 2 . 3 . 4 . 5 . 6 . 7 . 8 . 9 . 10 . Introduction . Zero Crossings and Threshold Crossings Peak Probability Functions
4、for Narrow Band Noise . Expected Number and Spacing of Positive Peaks . Measurement of Peak Probability Functions . Expected Fatigue Damage and its Variance 6.1 6.2 E,q ected Fatinne namage S t ructur a1 Fatigue Problem s . Variance in Damage Estimates . 6-. Variance in Damage Estimate 7 . 1 7.2 Pea
5、k Probability Functions for Wideband Gaussian Noise . Expected Value in Damage Estimates Envelope Probability Density Functions . Probability of Catastrophic Failures References i Page 1 4 10 13 15 19 20 21 25 29 33 38 47 50 57 Provided by IHSNot for ResaleNo reproduction or networking permitted wit
6、hout license from IHS-,-,-PROBABILITY FUNCTIONS FOR RANDOM RESPONSES: PREDICTION OF PEAKS, FATIGUE DAMAGE, AND CATASTROPHIC FAILURES 13 PPC 1. INTRODUCTION This report reviews a number of theoretical matters in random process theory which can be applied to physical problems such as pre- dicting peak
7、s, structural fatigue damage, and catastrophic structural failures. The presentation emphasizes the basic assumptions which are involved, and discusses how to properly interpret the theoretical results. Various engineering examples are given as illustrations. fi UT/S -7- - - -_ - LUG uiatC;J*a? is d
8、i-v+dd int sectins 2s fdls: Section 2; Zero Crossings and Threshold Crossings, summarizes certain known important results which enable one to estimate the expected number of threshold crossings at any level per unit time. formulas are shown which apply only to Gaussian random processes. Section 3, P
9、eak Probability Functions for Narrow Band Noise, derives the familiar result that for narrow band Gaussian noise, the peak Simple quantitative I I probability density function follows a Rayleigh distribution. A more general result is derived for arbitrary non-Gaussian narrow band noise if the random
10、 process and its derivative random process are statistically independent. Section 4, Expected Number and Spacing of Positive Peaks, discusses pertinent formulas for estimating the expected number of positive peaks per unit time which lie above any level, and the average time between peaks at any lev
11、el. required to exceed a given peak level. A simple result is shown which applies only to Gaussian random processes. The next Section 5, Measurement of Peak Probability Functions, contains a new result not The latter quantity is equal to the average time 1 , Provided by IHSNot for ResaleNo reproduct
12、ion or networking permitted without license from IHS-,-,-appearing elsewhere which enables one to estimate the normalized standard error (defined here as the ratio of standard deviation of the measurement to the expected value of the measurement) in measuring a peak probability distribution function
13、 associated with a Gaussian narrow band random process. BT product for a sample record, where T is the record length and B is its equivalent noise bandwidth. sections where results are stated concisely. The result is expressed in terms of the Sections 2 through 5 are all short The next Section 6, Ex
14、pected Fatigue Damage and its Variance, discusses in some detail statistical criteria for estimating the expected value and the variance for the damage associated with typical narrow band stress records. Structural Fatigue Problems, to single degree-of -freedom engineering systems. to the response o
15、f the system. results, and as a reasonable approximation to many physical problems, it is assumed that the damage autocorrelation function is of a damped exponential form. formulas for estimating the standard error in structural fatigue measurements. These results are then applied in Section 7, It i
16、s assumed here that stress records are directly proportional For convenience in obtaining quantitative These assumptions lead to new useful practical The remaining three sections of the report take up special topics which are related to the previous material but which have important distinctions. Se
17、ction 8, Peak Probability Functions for Wideband Gaussian Noise, reviews some important not widely known formulas, which extend the familiar narrow band Rayleigh result. It is shown that the peak probability density function for determining the proba- bility that a positive peak will be found among
18、the population of all positive peaks, is in general neither Rayleigh nor Gaussian but a mixture of them both. A criteria for establishing the precise nature 2 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-of the peak probability density function is
19、 the ratio of the expected number of zero crossings per unit time to the expected number of maxima per unit time. Section 9, Envelope Probability Density Functions, discusses briefly the topic of envelope probability density functions where the probability in question represents the probability per
20、unit time that the envelope will fall inside different envelope levels. It is shown that envelope probability density functions are equivalent to peak probability density functions for narrow band Gaussian processes. The final Section 10, Probability of Catastrophic Failures, explains how to formula
21、te these questions mathematically, and derives basic probability relations. of the expected number of threshold crossings per unit time, the topic discussed in Section 2. also and interpreted as the reliability of the structure to perform properly for a specified length of time. Its reciprocal yield
22、s the mean time failure for catastropic events. Results are shown to depend upon knowledge The probability of nonfailure is calculated 3 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2. ZERO CROSSINGS AND THRESHOLD CROSSINGS Let x(t) be a random re
23、cord from a stationary random process b(t) whose instantaneous amplitude probability density function is defined by p(x). No assumption is made that p(x) is necessarily Gaussian. However, for simplicity, it will be assumed that the mean value is zero. At an arbitrary threshold level x = a, the expec
24、ted number of crossings per unit time through the interval (a, a+da), where da is arbitrary small, will be denoted by N . The expected number of crossings per unit time through the interval (a, a + da) with positive slope will be denoted by N . Since, on the average, there should be an equal number
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