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中英文翻译版本:雨流计数法

中英文翻译版本:雨流计数法
中英文翻译版本:雨流计数法

Designation: E 1049 –85 (Reapproved 2005)

名称:E1049至85年(己重新审核批准2005年)

Standard Practices for

Cycle Counting in Fatigue Analysis1

在疲劳分析中循环计数的标准规程

This standard is issued under the fixed designation E 1049; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.

该标准发行时命名为E 1049;紧随其后的数字表示最初采用或者修订年份,括号内的数字表示最近一次重新审批的年份。上标表明自上次修订或重新审批后又做了一次编辑修改。

1. Scope 适用范围

1.1 These practices are a compilation of acceptable procedures for cycle-counting methods employed in fatigue analysis. This standard does not intend to recommend a particular method.

本规定针对疲劳分析中循环计数方法只给出了可汇编的程序步骤。本标准不会指定一个特定的方法。

1.2 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

本标准不旨在解决所有的安全问题,如果有的话,也仅限于与其使用有关的。本标准的责任是在满足确定规章限制的前提下,优先使用其建立适当的安全和健康措施。

2. Referenced Documents

2.1 ASTM Standards:2ASTM标准:

E 912 Definitions of Terms Relating to Fatigue Loading

E912中与疲劳载荷有关的条款的定义

3. Terminology 术语

3.1 Definitions: 定义

3.1.1 constant amplitude loading—in fatigue loading, a loading in which all of the peak loads

1These practices are under the jurisdiction of ASTM Committee E0-8 on Fatigue and Fracture and are the direct responsibility of Subcommittee E08.04 on Structural Applications.

疲劳与断裂中的这些规程属于ASTM委员会E0-8管辖范围内,E08.04委员会对结构应用程序负直接责任。Current edition approved June 1, 2005. Published June 2005. Originally approved in 1985. Last previous edition approved in 1997 as E1049–85(1997).

当前版本在2005年6月1日批准。发布时间:2005年6月。在1985年最初批准。最新上一版本在1997年批准为E1049-85(1997)。

2Withdrawn. 撤回

are equal and all of the valley loads are equal.

恒定幅值加载——在疲劳载荷中,其所有的所有峰值载荷和峰谷载荷是相等的。

3.1.2 cycle—in fatigue loading, under constant amplitude loading, the load variation from the minimum to the maximum and then to the minimum load.

NOTE 1—In spectrum loading, definition of cycle varies with the counting method used.

循环——疲劳载荷中,在恒定幅值加载下,载荷变动从最小值到最大值,然后到最小负载的。

注1:在载荷谱中,该定义是用来对循环变化时计数使用的。

3.1.3 mean crossings—in fatigue loading, the number of times that the load-time history crosses the mean-load level with a positive slope (or a negative slope, or both, as specified) during a given length of the history (see Fig. 1).

平均交叉(横跨参考载荷的交叉)——疲劳载荷中,在给定一段载荷-时间历程,该载荷时间曲线以正的斜率(或者负的斜率,或者指定同时存在)穿过平均载荷水平的次数(请参阅图1)。

3.1.3.1 Discussion—For purposes related to cycle counting, a mean crossing may be defined as a crossing of the reference load level.

讨论——与循环计数目的相关的,一个平均交叉可以定义为一次穿越参考载荷水平。

3.1.4 mean load, P m—in fatigue loading, the algebraic average of the maximum and minimum loads in constant amplitude loading, or of individual cycles in spectrum loading,

P m=(P max+P min )/2 (1) or the integral average of the instantaneous load values or the algebraic average of the peak and valley loads of a spectrum loading history.

平均载荷——疲劳载荷中,在恒定幅值加载时最大和最小载荷的代数平均,或载荷谱中各个循环的代数平均,或瞬时载荷值的积分平均,或者载荷谱历程中的峰值和谷值载荷的代数平均。

3.1.5 peak—in fatigue loading, the point at which the first derivative of the load-time history changes from a positive to a negative sign; the point of maximum load in constant amplitude loading (see Fig. 1).

峰值——在疲劳载荷,载荷时间历程一阶导数从正变为负时的那个点;恒定幅值加载时则为载荷最大的点(参照图1)。

3.1.6 range—in fatigue loading, the algebraic difference between successive valley and peak loads (positive range or increasing load range), or between successive peak and valley loads (negative range or decreasing load range); see Fig. 1.

NOTE 2—In spectrum loading, range may have a different definition, depending on the counting method used; for example, “overall range” is defined by the algebraic difference between the largest peak and the smallest valley of a given load-time history.

范围——在疲劳载荷,连续的山谷和峰值载荷(正的范围或增加的载荷范围),或连续的峰值和谷值载荷(负的范围或减少负载范围)之间的代数差,请参阅图1。

注2:载荷谱中,范围可以有不同的定义,这取决于所使用的计数方法,例如,“整体范围”所定义的是在一个给定的载荷-时间历程中最大峰值和最小峰谷代数差。

3.1.6.1 Discussion—In cycle counting by various methods, it is common to employ ranges between valley and peak loads, or between peak and valley loads, which are not necessarily successive events. In these practices, the definition of the word “range”is broadened so that events of this type are also included.

讨论——在各种方法的循环计数中,一般采用峰谷和峰值载荷之间的范围,或峰值和谷值载荷,这里的峰值和谷值不一定是连续的。在这些用法中,“范围”这个词的定义被扩大,不连续的这种情形也包括在内。

3.1.7 reversal—in fatigue loading, the point at which the first derivative of the load-time history changes sign (see Fig. 1).

NOTE 3—In constant amplitude loading, a cycle is equal to two reversals.

反转——疲劳载荷中,该点的载荷-时间历程一阶导数改变符号(参照图1)。

注3:在常幅载荷中,一个周期等于两次逆转。

3.1.8 spectrum loading—in fatigue loading, a loading in which all of the peak loads are not equal or all of the valley loads are not equal, or both. (Also known as variable amplitude loading or irregular loading.)

载荷谱——在疲劳载荷中,一次加载中所有的峰值载荷是不相等的或所有的峰谷载荷是不相等的,或两者兼有。(也称为变幅载荷或随机载荷)。

3.1.9 valley—in fatigue loading, the point at which the first derivative of the load-time history changes from a negative to a positive sign (also known as trough); the point of minimum load in constant amplitude loading (see Fig. 1).

峰谷——疲劳载荷中,该点的载荷-时间历史一阶导数从负变化为正(也被称为波谷);恒定幅值载荷中的最小负载点的(参照图1)。

3.2 Definitions of Terms Specific to This Standard: 定义本标准的特殊条款

3.2.1 load—used in these practices to denote force, stress, strain, torque, acceleration, deflection, or other parameters of interest.

载荷——在这些做法表示力,应力,应变,扭矩,加速度,挠度或其它感兴趣的参数。

3.2.2 reference load—for spectrum loading , used in these practices to denote the loading level that represents a steady-state condition upon which load variations are superimposed. The reference load may be identical to the mean load of the history, but this is not required.

3.3 For other definitions of terms used in these practices refer to Definitions E 912.

参考(基准)载荷——对于载荷谱加载,用于表示的加载水平,它表示一个稳定状态并且载荷变化是可以叠加的。参考载荷与历程中的平均载荷可以是相同的,但是这不是必需的。

对于其他的这些规定中使用的术语的定义,请参阅定义E912。

4. Significance and Use 意义和使用

4.1 Cycle counting is used to summarize (often lengthy)irregular load-versus-time histories by providing the number of times cycles of various sizes occur. The definition of a cycle varies with the method of cycle counting. These practices cover the procedures used to obtain cycle counts by various methods, including level-crossing counting, peak counting, simple-range counting, range-pair counting, and rainflow counting. Cycle counts can be made for time histories of force, stress, strain, torque, acceleration, deflection, or other loading parameters of interest.

循环计数用于汇总(通常是冗长的)不规则的负载与时间历程,通过提供循环的各种尺寸发生的数目。随循环计数的方法的变化一个循环有不同的定义。这些规程涉及的程序,用了不同方法来获取循环计数,包括交叉计数,峰值计数,简单的范围计数,范围-对计数以及雨流计数。循环计数随时间历程的参数有力,应力,应变,扭矩,加速度,挠度或其它感兴趣的负载参数。

5. Procedures for Cycle Counting 循环计数的程序

5.1 Level-Crossing Counting : 水平交叉计数:

5.1.1 Results of a level-crossing count are shown in Fig. 2(a). One count is recorded each

time the positive sloped portion of the load exceeds a preset level above the reference load, and each time the negative sloped portion of the load exceeds a preset level below the reference load. Reference load crossings are counted on the positive sloped portion of the loading history. It makes no difference whether positive or negative slope crossings are counted. The distinction is made only to reduce the total number of events by a factor of two.

一个水平交叉的计数结果显示于图2(a)。每一次正斜率部分的载荷超过预先设定的高于参考载荷的水平,以及每一次的负斜率部分的载荷超过预先设定的低于参考载荷的水平,记录一次计数。载荷历程中横穿参考载荷的正斜率部分会被计数。无论是正或负斜率横穿进行计数,这都没有区别。区别仅仅是减少总的事件数为一半。

5.1.2 In practice, restrictions on the level-crossing counts are often specified to eliminate small amplitude variations which can give rise to a large number of counts. This may be accomplished by filtering small load excursions prior to cycle counting. A second method is to make no counts at the reference load and to specify that only one count be made between successive crossings of a secondary lower level associated with each level above the reference load, or a secondary higher level associated with each level below the reference load. Fig.2(b) illustrates this second method. A variation of the second method is to use the same secondary level for all counting levels above the reference load, and another for all levels below the reference load. In this case the levels are generally not evenly spaced.

在这种方法中,水平交叉计数通常用来消除小幅度变化,这可能会引起大量的计数。它可以在循环计数之前通过过滤小载荷振幅来完成。第二种方法是在参考载荷水平没有计数,并指定连续的横穿高于参考载荷的水平且与该水平相关的二次较低水平只能计数一次,或低于于参考载荷的水平且与该水平相关的二次较高水平。图2(b)阐释了第二方法。第二种方法的一个变体是使用相同的二级水平可用于所有参考载荷以上的水平的计数,和另一些所有低于参考载荷的水平计数。在这种情况下,载荷水平一般不会均匀地间隔开。

5.1.3 The most damaging cycle count for fatigue analysis is derived from the level-crossing count by first constructing the largest possible cycle, followed by the second largest, etc.,until all level crossings are used. Reversal points are assumed to occur halfway between levels. This process is illustrated by Fig. 2(c). Note that once this most damaging cycle count is obtained, the cycles could be applied in any desired order, and this order could have a secondary effect on the amount of damage. Other methods of deriving a cycle count from the level-crossings count could be used.

疲劳分析中最具破坏性的循环计数首先来自构造最大循环水平穿越计数,其次是第二大,等等,直到所有的水平交叉被计数。假设逆转点发生在(相邻)水平间的半路。此过程如图2(c)所示。注意,一旦得到这个最具破坏性的循环计数,循环可以以任何所需要的顺序来应用,该顺序可能有一个伤害量的二次效应。也可使用其他方法从水平交叉计数得到另一个循环计数。

5.2 Peak Counting: 波峰计数

5.2.1 Peak counting identifies the occurrence of a relative maximum or minimum load value. Peaks above the reference load level are counted, and valleys below the reference load level are counted, as shown in Fig. 3(a). Results for peaks and valleys are usually reported separately. A variation of this method is to count all peaks and valleys without regard to the reference load.

峰值计数标识产生的相对最大或最小载荷值。计数包括高于参考载荷水平的峰值以及低于参考载荷水平的峰谷,如图3(a)所示。波峰和波谷的结果通常是单独记录的。这种方法的一个变体是计数所有波峰和波谷时不用考虑参考载荷。

5.2.2 To eliminate small amplitude loadings, mean-crossing peak counting is often used. Instead of counting all peaks and valleys, only the largest peak or valley between two successive mean crossings is counted as shown in Fig. 3(b).

为了消除小幅度载荷,平均交叉峰值计数经常被使用。代替计数所有的峰值和峰谷,只在两个连续的平均交叉间的峰值或峰谷才被计数,如图3(b)所示。

5.2.3 The most damaging cycle count for fatigue analysis is derived from the peak count by ?rst constructing the largest possible cycle, using the highest peak and lowest valley,

crossings are counted on the positive sloped portion of the followed by the second largest cycle, etc., until all peak counts are used. This process is illustrated by Fig. 3(c). Note that once this most damaging cycle count is obtained, Alternate methods of deriving a cycle count, such as randomly selecting pairs of peaks and valleys, are sometimes used.

疲劳分析中最具破坏性的循环计数首先来自使用最高峰值和最低峰谷构造最大循环峰值计数,计数斜率为正的交叉,其次是第二大循环,等等,直到所有的峰值计数使用。此过程是如图3(c)所示。注意,一旦这个最具破坏性的循环得以计数,其后循环的计数有时采用随机地选择成对峰值和谷谷。

5.3 Simple-Range Counting: 简单-范围计数

5.3.1 For this method, a range is de?ned as the difference between two successive reversals, the range being positive when a valley is followed by a peak and negative when a peak is followed by a valley. The method is illustrated in Fig. 4. Positive ranges, negative ranges, or both, may be counted with this method. If only positive or only negative ranges are counted, then each is counted as one cycle. If both positive and negative ranges are counted, then each is counted as one-half cycle. Ranges smaller than a chosen value are usually eliminated before counting.

对于这种方法,一个范围被定义为两个连续的逆转,不同之处在于,范围为正则是一个峰谷后着一个峰值,为负则是一个峰值后着一个峰谷。方法如图4中所示。正范围,负范围,或两者,都可以用这种方法计数。如果只对正或负的范围计数,那么每个计数为一个循环。如果正和面的范围都进行计数,那每个当作半个循环进行计数。通常在计数之前小于设定值的范围会被排除。

5.3.2 When the mean value of each range is also counted, the method is called simple range-mean counting. For the example of Fig. 4, the result of a simple range-mean count is given in X1.1 in the form of a range-mean matrix.

当每个范围的平均值也被计数,该方法被称为简单范围-均值计数。对于图4的例子中,在X1.1表中给出的是一个简单范围均值计数以矩阵的形式给出的结果。

5.4 Rainflow Counting and Related Methods: 雨流计数和相关的方法

5.4.1 A number of different terms have been employed in the literature to designate cycle-counting methods which are similar to the rainflow method. These include range-pair counting (1, 2),3the Hayes method (3), the original rainflow method (4-6), range-pair-range counting (7), ordered overall range counting (8), racetrack counting (9), and hysteresis loop counting (10). If the load history begins and ends with its maximum peak, or with its minimum valley, all of these give identical counts. In other cases, the counts are similar, but not generally identical. Three methods in this class are defined here: range-pair counting, rain?ow counting, and a simplified method for repeating histories.

许多文献中已经指定类似雨流方法的循环计数法采用了一些不同的术语。这些方法包

3The boldface numbers in parentheses refer to the list of references appended to these practices.

黑体括号中的数字是指这些方法依附的参考文献列表

括范围-对计数(1,2),海耶斯方法(3),原来的雨流计数法(4-6),范围-对-范围计数(7),命令整体范围计数(8),赛马场计数(9),和滞回环计数(10)。如果载荷历程以其最大峰值,或者最小峰谷开始和结束,所有这些方法有完全相同的计数。在其他情况下,计数是相似的,但通常不相同。这类计数中三种方法被定义:范围-对计数,雨流计数以及对重复历程简化方法。

5.4.2 The various methods similar to the rain?ow method may be used to obtain cycles and the mean value of each cycle; they are referred to as two-parameter methods. When the mean value is ignored, they are one-parameter methods, as are simple-range counting, peak counting, etc.

各种方法类似雨流方法可以用来获得循环和每个循环的平均值;它们被称为两参数方法。当平均值被忽略时,他们是单参数的方法,例如简单-范围计数,峰值计数等。

5.4.3 Range-Pair Counting—The range-paired method counts a range as a cycle if it can be paired with a subsequent loading in the opposite direction. Rules for this method are as follows: 范围-对计数法——如果一个范围与后续的载荷在相反的方向上可以配对,范围配对方法将该范围计数为一个循环。此方法的规则如下:

5.4.3.1 Let X denote range under consideration; and Y, previous range adjacent to X .

设X表示正在考虑的范围,Y表示与X相邻且在其之前范围。

(1)Read next peak or valley. If out of data, go to Step 5.

读取下一个峰值或谷值。如果没有数据,则转到步骤5。

(2) If there are less than three points, go to Step 1. Form ranges X and Y using the three most recent peaks and valleys that have not been discarded.

如果少于三个点,则转到步骤1。使用最近的三个没有被舍弃峰值和谷值,组成X和Y 范围。

(3) Compare the absolute values of ranges X and Y. 比较X和Y范围的绝对值

(a) If X < Y, go to Step 1. 若X

(b) If X ≥ Y, go to Step 4. 若X≥Y,则转到步骤4。

(4) Count range Y as one cycle and discard the peak and valley of Y; go to Step 2.

计数Y范围为一个循环,舍弃Y的峰值和谷值;转到步骤2。

(5) The remaining cycles, if any, are counted by starting at the end of the sequence and counting backwards. If a single range remains, it may be counted as a half or full cycle.

如果还剩余循环,则从序列末尾开始倒回来计数。如果一个单一的范围仍然存在,它可以被算做半个或一个循环。

5.4.3.2 The load history in Fig. 4 is replotted as Fig. 5(a) and is used to illustrate the process. Details of the cycle counting are as follows:

图4中的载荷历程重绘为图5(a),用来说明这个过程。循环计数的细节如下:

(1)Y = |A-B |; X = |B-C|; and X > Y. Count |A-B | as one cycle and discard points A and B. (See Fig. 5(b). Note that a cycle is formed by pairing range A-B and a portion of range B-C.) Y= | A-B |,X=| B-C |;和X> Y。计数| A-B|作为一个循环并舍弃点A和B(参见图5(b),注意,一个循环由配对范围AB和一部分BC范围来形成。)

(2) Y = |C-D|; X = |D-E |; and X < Y. Y =| C-D |;X =| D-E|;和X

(3) Y = |D-E|; X = |E-F |; and X < Y. Y =| D-E |;X =| E-F |;和X

(4) Y = |E-F|; X = |F-G |; and X > Y. Count |E-F| as one cycle and discard points E and F. (See Fig. 5(c).)

Y =| E-F| ;X =| F-G|;和X> Y。计数| E-F|作为一个周期并丢弃点E和F。(参见图5(c)。)

(5)Y = |C-D|; X = |D-G |; and X > Y. Count |C-D| as one cycle and discard points C and D. (See Fig. 5(d).)

Y =| C-D |;X =| D-G|;和X> Y。计数|C-D|作为一个循环并丢弃点C和D(参见图5(d)。)

(6) Y = |G-H|; X = |H-I |; and X < Y. Go to the end and count backwards.

Y=| G-H | X =| H-I|;和X

(7)Y = |H-I|; X = |G-H |; and X > Y. Count H-I| as one cycle and discard points H and I. (See Fig. 5(e).)

Y =| H-I|;X =| GH|;和X> Y计数|H-I|作为一个循环并舍弃点H和I。(参见图5(e))

(8) End of counting. See the table in Fig. 5 for a summary of the cycles counted in this example, and see Appendix X1.2 for this cycle count in the form of a range-mean matrix.

结束的计数。本例中的循环计数见图5中的表汇总,此循环计数组成的一个范围均值矩阵见附录X1.2。

5.4.4 Rainflow Counting : 雨流计数

5.4.4.1 Rules for this method are as follows: let X denote range under consideration; Y, previous range adjacent to X ; and S, starting point in the history.

方法规则如下:设X表示正在考虑的范围;Y相邻于X且在其以前的范围;和历程的起点S。

(1) Read next peak or valley. If out of data, go to Step 6.

读取下一个峰值或谷值。如果没有数据,请转至步骤6。

(2) If there are less than three points, go to Step 1. Form ranges X and Y using the three most recent peaks and valleys that have not been discarded.

如果少于三个点,则转到步骤1。使用最近的三个没有被舍弃峰值和谷值,组成X和Y 范围。

(3) Compare the absolute values of ranges X and Y. 比较X和Y范围的绝对值

(a) If X < Y , go to Step 1. 若X

(b) If X ≥ Y, go to Step 4. 若X ≥Y,则转到步骤4。

(4) If range Y contains the starting point S, go to Step 5; otherwise, count range Y as one cycle; discard the peak and valley of Y; and go to Step 2.

如果范围Y包含的起始点S,则转到步骤5;否则,计数范围Y为一循环;舍弃Y的峰值和谷值;转到步骤2。

(5) Count range Y as one-half cycle; discard the first point (peak or valley) in range Y; move the starting point to the second point in range Y; and go to Step 2.

计数范围Y为半个周期,舍弃范围Y的第一个(峰值或谷值)点,移动出发点至范围Y中的第二点;转到步骤2。

(6) Count each range that has not been previously counted as one-half cycle.

之前未计数的每个范围均按半个循环计数。

5.4.4.2 The load history of Fig. 4 is replotted as Fig. 6(a) and is used to illustrate the process. Details of the cycle counting are as follows:

图4载荷历程被重绘于图6(a),用来说明该过程。循环计数的详细节如下:

(1) S = A; Y = |A-B|; X = |B-C |; X > Y. Y contains S, that is, point A . Count |A-B | as one-half cycle and discard point A ; S = B. (See Fig. 6(b).)

S= A,Y =| A-B |;X=| B-C | ;X> Y。Y包含S,即A点。| A-B|计数半个循环,舍弃点A,S = B。(参见图6(b))

(2)Y = |B-C|; X = |C-D |; X > Y. Y contains S, that is, point B. Count| B-C| as one-half cycle

and discard point B ; S = C. (See Fig. 6(c).)

Y=| B-C|,X= | C-D |;X> Y 。Y包含S,即B点。计数| B-C |半个循环,并舍弃的点B,S= C。(参见图6(c))

(3) Y = |C-D|; X = |D-E |; X < Y .

(4) Y = |D-E|; X = |E-F |; X < Y .

(5) Y = |E-F|; X = |F-G |; X > Y. Count |E-F| as one cycle and discard points E and F. (See Fig. 6(d). Note that a cycle is formed by pairing range E-F and a portion of range F-G.) Y=| E-F|,X= | F-G |;X> Y。计数| E-F|为一个循环和舍弃点E和F(参见图6(d)。注意:一个循环是由范围EF和范围FG的一部分组成的。)

(6) Y = |C-D|; X = |D-G |; X > Y ; Y contains S, that is, point C. Count |C-D| as one-half cycle and discard point C. S = D. (See Fig. 6(e).)

Y =| C-D|,X= | D-G |;X> Y;Y包含S,即C点。计数| C-D |作为半个循环,并舍弃点C。S = D。(参见图第6(e))

(7) Y = |D-G|; X = |G-H |; X < Y .

(8) Y = |G-H|; X = |H-I |; X < Y . End of data.

(9) Count |D-G| as one-half cycle, |G-H| as one-half cycle, and| H-I| as one-half cycle. (See Fig. 6(f ).)

计数| D-G|半个循环,| G-H作为半个循环,和| H-I |半个循环。(参见图6(f))

(10)End of counting. See the table in Fig. 6 for a summary of the cycles counted in this example, and see Appendix X1.3 for this cycle count in the form of a range-mean matrix.

计数结束。这个例子中的循环计数见图6中表汇总,此循环计数组成的一个范围均值矩阵见附录见附录X1.3。

5.4.5 Simplifi ed Rain?ow Counting for Repeating Hi stories: 简化雨流计数重复历史

5.4.5.1 It may be desirable to assume that a typical segment of a load history is repeatedly applied. Here, once either the maximum peak or minimum valley is reached for the first time, the range-pair count is identical for each subsequent repetition of the history. The rain?ow count is also identical for each subsequent repetition of the history, and for these subsequent repetitions, the rain?ow count is the same as the range-pair count. Such a repeating history count contains no half cycles, only full cycles, and each cycle can be associated with a closed stress-strain hysteresis loop (4, 10-12). Rules for obtaining such a repeating history cycle count, called "simplified rainflow counting for repeating histories" are as follows:

可以假定一段典型的载荷历程会被反复应用。在这里,一旦首次达到最大峰值或最小值峰谷,每个后续的重复载荷历程的范围-对计数是相同的。对每个后续的重复历程雨流计数也是相同的。对于这些后续重复历程,雨流计数与范围对计数也是相同的。这样一个重复的历程计数不包含半个循环,只含完整循环,并且每个循环可以与一个封闭的应力-应变滞回环相关联(4,10-12)。获得这样的重复历程循环计数,称为“重复历程的简化雨流计数”,规则如下:

5.4.5.2 Let X denote range under consideration; and Y, previous range adjacent to X .

设X表示正在考虑的范围;Y相邻于X且在其之前的范围。

(1) Arrange the history to start with either the maximum peak or the minimum valley. (More complex procedures are available that eliminate this requirement; see (Ref 12).

安排载荷历程从最大峰值或最低谷开始。更复杂的程序可消除这个要求(参考文献12)。

(2) Read the next peak or valley. If out of data, STOP.

读取下一个峰值或谷值。如果没有的数据,则停止。

(3)If there are less than three points, go to Step 2. Form ranges X and Y using the three most recent peaks and valleys that have not been discarded.

如果少于三个点,则转到步骤2。使用最近的三个没有被舍弃的峰值和谷值,组成X和Y范围。

(4) Compare the absolute values of ranges X and Y. 比较X和Y范围的绝对值

(a) If X < Y , go to Step 2. 若X

(b) If X ≥ Y, go to Step 5. 若X ≥Y,则转到步骤5。

(5) Count range Y as one cycle; discard the peak and valley of Y; and go to Step 3.

计数范围Y为一循环;舍弃Y的峰值和谷值;转到步骤3。

5.4.5.3 The loading history of Fig. 4 is plotted as a repeating load history in Fig. 7(a) and is used to illustrate the process. Rearranging the history to start with the maximum peak gives Fig. 7(b), Reversal Points A , B, and C being moved to the end of the history. Details of the cycle counting are as follows:

图4载荷历程被重绘于图7(a),用来说明该过程。重新整理的载荷历程从最大峰值开始,如图7(b)所示,逆转点A,B和C被移动到历程最后。循环计数的详细节如下:

(1) Y = |D-E|; X = |E-F |; X < Y.

(2) Y = |E-F|; X = |F-G |; X > Y . Count | E-F| as one cycle and discard points E and F. (See Fig. 7(c).) Note that a cycle is formed by pairing range E-F and a portion of range F-G.

计数| E-F |作为一个循环,并舍弃点E和F。(参见图第7(c))注意:一个循环是由范围EF和范围FG的一部分组成的。)

(3) Y = |D-G|; X = |G-H |; X < Y .

(4) Y = |G-H|; X = |H-A |; X < Y.

(5) Y = |H-A|; X = |A-B |; X < Y.

(6) Y = |A-B|; X = |B-C |; X > Y . Count |A-B | as one cycle and discard points A and B. (See Fig. 7(d).) 计数| A-B |作为一个循环,并舍弃点A和B。

(7) Y = |G-H|; X = |H-C |; X < Y.

(8) Y = |H-C|; X = |C-D |; X > Y. Count |H-C| as one cycle and discard points H and C. (See Fig. 7(e).) 计数| H-C |作为一个循环,并舍弃点H和C。

(9) Y = |D-G|; X = |G-D |; X = Y. Count| D-G| as one cycle and discard points D and G. (See Fig. 7(f ).) 计数| D-G |作为一个循环,并舍弃点D和G。

(10) End of counting. See the table in Fig. 7 for a summary of the cycles counted in this example, and see Appendix X1.4 for this cycle count in the form of a range-mean matrix.

计数结束。这个例子中的循环计数见图7中表汇总,此循环计数组成的一个范围均值矩阵见附录见附录X1.4。

APPENDIX 附录

(Nonmandatory Information) (非强制性信息)

X1. RANGE-MEAN MATRIXES FOR CYCLE COUNTING EXAMPLESX1。

X1. 循环计数示例的范围均值矩阵。

X1.1 The Tables X1.1-X1.4 which follow correspond to the cycle-counting examples of Figs. 4-7. In each case, the table is a matrix giving the number of cycles counted at the indicated combinations of range and mean. Note that these examples are the ones illustrating (1) simple-range counting, (2) range-pair counting, (3) rainflow counting, and (4) simplified rainflow

counting for repeating histories, which are the methods that can be used as two-parameter methods.

X1.1 表X1.1-X1.4对应与循环计数的示例图4-7。在每一种情况下,该表是合并范围和平均的循环计数矩阵。注意,这些示例表示(1)简单范围计数,(2)范围-对计数,(3)雨流计数,和(4)重复历程的简化雨流计数,这些方法可以当作两个参数法来使用。

(下面是版权修订问题)

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常见中英文菜单翻译

汤soup 羹soup 高汤thin soup; light soup; clear soup; consommé 清汤thin soup; light soup; clear soup; consommé 浓汤thick soup; pottage/potage 老汤soup stock 肉汤broth 骨头汤bone broth 肉片汤soup with meat slices 黄瓜肉片汤soup with meat and cucumber slices 肉片鱼羹sliced meat with fish paste in broth 丸子汤soup with meat balls; pork balls soup 氽丸子soup with meat balls; pork balls soup 肉圆粉丝汤pork balls soup with bean noodles 白肺汤pork lung soup 牛肉汤beef soup 羊肉汤mutton soup 鸡汤chicken soup; soup with chicken 鸡块汤soup with chicken slices; soup with sliced chicken; sliced chicken soup 鸡丝汤soup with shredded chicken; shredded chicken soup 草菇鸡片汤sliced chicken with mushrooms in soup 鸡茸玉米汤corn soup with minced chicken

鸡茸芦笋汤asparagus soup with mashed chicken 鸡茸黄鱼羹yellow croaker potage with minced chicken 鸡杂汤chicken giblets soup 鸡什汤chicken giblets soup 蔬菜鸡什汤chicken giblets soup with vegetables 鸭汤duck soup 火鸭芥菜汤sliced roasted duck with leaf mustered in soup 芥菜鸭汤duck soup with pickled mustard leaves 鸭掌汤duck web soup 竹笋鸭掌汤du ck’s feet with bamboo shoots in soup 鸭肝汤duck liver soup 冬菇鸭杂汤duck giblets soup with black mushrooms 鸭骨菜汤duck bone soup with vegetables 汤泡肫球gizzard balls in soup 三鲜汤soup with fish, shrimps and pork balls 红鱼汤fish soup with tomato 黄鱼羹yellow croaker chowder 鲫鱼汤soup with gold carp; gold carp soup 鱼翅汤soup with shark’s fins 鲍鱼汤soup with abalone; abalone soup 鲍鱼鸡片汤 abalone soup with sliced chicken 鲍鱼芦笋汤 abalone soup with asparagus 干贝汤dried scallop soup; soup with dried scallops 燕窝汤bird‘s nest soup 燕窝羹bird‘s nest soup 蛇羹snake soup; soup with snake 酸辣汤sour and pepper hot soup 豆腐汤bean-cud soup 蔬菜汤vegetables soup 榨菜汤hot pickled tuber mustard soup 榨菜肉丝汤hot pickled tuber mustard soup with shredded pork 榨菜粉丝汤hot pickled tuber mustard soup with bean noodles 什锦瓜丁汤 assorted meat soup with diced white gourd 鸡蛋羹steamed egg custard 鸡蛋汤eggdrop soup; egg soup 木须汤eggdrop soup; egg soup 蛋花汤eggdrop soup; egg soup 蕃茄鸡蛋汤egg soup with tomatoes 锅巴口蘑汤 mushroom soup with fried rice crust

语音信号处理中英文翻译

附录:中英文翻译 15SpeechSignalProcessing 15.3AnalysisandSynthesisJ esse W. Fussell A fte r an acousti c spee ch s i gnal i s conve rte d to an ele ctri cal si gnal by a mi crophone, i t m ay be desi rable toanalyzetheelectricalsignaltoestimatesometime-varyingparameterswhichprovideinformationaboutamodel of the speech producti on me chanism. S peech a na ly sis i s the process of e stim ati ng such paramete rs. Simil arl y , g ive n some parametri c model of spee ch production and a se que nce of param eters for that m ode l,speechsynthesis istheprocessofcreatinganelectricalsignalwhichapproximatesspeech.Whileanalysisandsynthesistechniques maybedoneeitheronthecontinuoussignaloronasampledversionofthesignal,mostmode rn anal y sis and sy nthesis methods are base d on di gital si gnal processing. Atypicalspeechproductionmodelisshownin Fig.15.6.Inthismodeltheoutputoftheexcitationfunctionisscaledbythegainparam eterandthenfilteredtoproducespeech.Allofthesefunctionsaretime-varying. F IGUR E 15 .6 A ge ne ra l spee ch productionmodel.

雨流计数法matlab程度源代码

% RAINFLOW cycle counting. % RAINFLOW counting function allows you to extract % cycle from random loading. % % SYNTAX % rf = RAINFLOW(ext) % rf = RAINFLOW(ext, dt) % rf = RAINFLOW(ext, extt) % % OUTPUT % rf - rainflow cycles: matrix 3xn or 5xn dependend on input, % rf(1,:) Cycles amplitude, % rf(2,:) Cycles mean value, % rf(3,:) Number of cycles (0.5 or 1.0), % rf(4,:) Begining time (when input includes dt or extt data), % rf(5,:) Cycle period (when input includes dt or extt data), % % INPUT % ext - signal points, vector nx1, ONLY TURNING POINTS!, % dt - sampling time, positive number, when the turning points % spaced equally, % extt - signal time, vector nx1, exact time of occurrence of turning points. % % % See also SIG2EXT, RFHIST, RFMATRIX, RFPDF3D. % RAINFLOW % Copyright (c) 1999-2002 by Adam Nieslony, % MEX function. function rfdemo1(ext) % function rfdemo1(ext) % % RFDEMO1 shows cycles extracted from signal % using rainflow algoritm. % % INPUT: ext - option, number or vectors with turning % points or time history. Default ext=16. %

雨流计数法及其在程序中的具体实现

雨流计数法及其在程序中的具体实现 董乐义,罗俊,程礼 (西安空军工程大学工程学院,陕西西安710038) 摘 要:根据雨流计数法的规则和在实际中应用的体会,介绍了雨流计数法在程序中实现的具体方 法。它适合用各种语言编写,在计取循环数时采用的“四点法”使程序的实现比用其他方法更加准确可靠,简单明了。 关键词:计数法;程序;循环 中图分类号:T P 311.1;T P 301.6 文献标识码:A 文章编号:1002-6061(2004)03-0038-03 Rain Flow Count Method and Its Realization in Programming DONG L e-y i,L U O Jun,CHENG L i (Airfor ce and E ngine Department of En gineering College of Airforce Engineer ing U nivers ity,Xi'an 710038,Ch ina) Abstract :Acco rding to t he rules o f the rain -flo w co unt met ho d and the exper iences in pract ice ,this art icle int roduces t he met hod t o realize t he rain-f low count in t he prog ramm ing.It can be compiled in various com put er lang uag es.And the “F our -point s m et hod ”used in co unt ing t he loo p number can make t he realizat ion of prog ram mor e reliable ,simple and clear t han o ther methods . Key words :count met ho d ;pro gram ;loo p 收稿日期:2003-10-28 作者简介:董乐义(1974-),在读研究生,专业方向为航空发动 机可靠性与使用寿命研究。 1 雨流计数法简介 雨流计数法又可称为“塔顶法”,是由英国的M at-suiski 和Endo 两位工程师提出的,距今已有50多年。雨流计数法主要用于工程界,特别在疲劳寿命计算中运用非常广泛。由来请参看图1,把应变-时间历程数据记录转过90°,时间坐标轴竖直向下,数据记录犹如一系列屋面,雨水顺着屋面往下流,故称为雨流计数法。在50年前人们主要以手工计算为主,但手工计算只能处理一些相对比较简单(指数据量不大)的数据,对于数据较多的问题手工处理起来就不太容易了。随着电子计算机的不断发展,运算速度的不断加快使这些烦琐的计算大大简化。 这种方法的突出特点是根据所研究对象的应变-时间之间的非线性关系来进行计数,亦即把样本记录用雨流计数法定出一系列循环。 雨流计数法有下列规则: 1)雨流在试验记录的起点和依此在每一个峰值的 内边开始,亦即从1,2,3,…等尖点开始。 图1 雨流计数法 2)雨流在流到峰值处(即屋檐)竖直下滴,一直流到对面有一个比开始时最大值(或最小值)更正的最大值(或更负的最小值)为止。 3)当雨流遇到来自上面屋顶流下的雨时,就停止流动,并构成了一个循环。 4)根据雨滴流动的起点和终点,画出各个循环,将所有循环逐一取出来,并记录其峰谷值。 5)每一雨流的水平长度可以作为该循环的幅值。 ?38?计算机技术与应用2004年第24卷第3期

测回法中英文翻译大全

先将经纬仪安置好,进行对中,整平,并在 A , B 两点树立标杆或测钎作为照准标志, 然后即可进行测角一测回的操作程序如下. : ( 1) 盘左位置,照准左边目标 A ,对水平度盘置数,略大于 °,将读数 to 左记入 手簿; ( 2) 顺时针方向旋转照准部,照准右边目标 B ,读取水平度盘读数 b

由此算得上半测回的角值: β 左= b 左 - to 左 ( 3) 盘右位置,先照准右边目标 B ,读取水平度盘读数 b 右,记入手簿; ( 4) 逆时针方向转动照准部,照准左边目标A ,读取水平度盘读数 to

由此算得下半测回的角值: β 右= b 右 - to 右. 对于 DJ6 经纬仪,上,下两个半测回所测的水平角之差不应超过±36 " . 如需要观测多个测回,则各测回起始方向的置数应按180 ° / n 递增.但应注意,不 论观测多少个测回,第一测回的置数均应当为

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雨流计数法

疲劳分析中的雨流计数法

这种方法的突出特点是根据所研究材料的应力-应变之间的非线 性关系来进行计数,亦即把样本记录用雨流法定出一系列闭合的 应力-应变滞后环。 参看图1,把应变-时间历程样本记录转过90°,时间坐标轴竖直 向下,样本记录犹如一系列屋面,雨水顺着屋面往下流,故称为 雨流法。雨流法有下列规则: (ⅰ)雨流在试验记录的起点和依此在每一个峰值的内边开始, 亦即从1,2,3…等尖点开始。 (ⅱ)雨流在流到峰值处(即屋檐)竖直下滴,一直流到对面有 一个比开始时最大值(或最小值)更正的最大值(或更负的最小值)为止。 (ⅲ)当雨流遇到来自上面屋顶流下的雨时,就停止流动。 (ⅳ)如果初始应变为拉应变,顺序的始点是拉应变最小值的点。 (ⅴ)每一雨流的水平长度是作为该应变幅值的半循环计数的. 在图1中,雨流法从1点开始,该点认为是最小值。雨流流至2点,竖直下滴到3与4点幅值间的2ˊ点,然后流到4点,最后停于比1点更负的峰值5的对应处。得出一个从1到4的半循环。下一个雨流从峰值2点开始,流经3点,停于4点的对面,因为4点是比开始的2点具有更正的最大值,得出一个半循环2-3。第三个流动从3点开始,因为遇到由2点滴下的雨流,所以终止于2ˊ点,得出半循环3-2ˊ。这样,3-2和2-3就形成了一个闭合的应力-应变回路环,它们配成一个完全的循环2′-3-2。 下一个雨流从峰值4开始,流经5点,竖直下滴到6和7之间的5ˊ点,继续往下流,再从7点竖直下滴到峰值10的对面,因为10点比4点具有更正的最大值。得出半循环4-5-7。 第五个流动从5点开始,流到6点,竖直下滴,终止于7点的对面,因为7点比5点具有更负的极小值。取出半循环5-6。第六个流动从6点开始,因为遇到由5点滴下的雨滴,所以流到5ˊ点终止。半循环6-5与5-6配成一个完全循环5ˊ-6-5,取出5ˊ-6-5。 第七个流动从7点开始,经过8点,下落到9-10线上的8ˊ点,然后到最后的峰值10,取出半循环7-8-10。第八个流动从8点开始,流至9点下降到10点的对面终止,因为10点比8点具有更正的最大值。取出半循环8-9。最后一个流动从9点开始,因为遇到由8点下滴的雨流,所以终止于8ˊ点。取出半循环9-8ˊ。把两个半循环8-9和9-8ˊ配对,组成一个完全的循环8-9-8ˊ。 这样,图1所示的应变一时间记录包括三个完全循环8-9-8ˊ,2-3-2ˊ,5-6-5ˊ和三个半循环1-2-4,4-5-7,7-8-10。图3-18表明,雨流法得到的应变是与材料应力-应变特性相一致的。从图1中看出,有三个完全的循环,与此对应,在图2中有三个阴影线所示的闭合回路。 图2 对应图1应变记录的应力应变响应 雨流法的要点是载荷-时间历程的每一部分都参与计数,且只计数一次,一个大的幅值所引起的损伤不受截断它的小循环的影响,截出的小循环迭加到较大的循环和半循环上去。因此可以据累计损伤理论,将等幅实验得到的S-N曲线和雨流法的处理结果输入电子计算机,进行构件的疲劳寿命估算便能得出较满意的结果。

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