RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

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Risk analysis based on acceleration measurements






Risk Analysis Based on Acceleration Measurements

Florin Popentiu Vladicescu, City University London, DEEIE, Northampton Square, London EC1V, OHB, e-mail: [email protected]

Radu Mihaela, Aerofina Enterprise, Bucharest, Romania

Erez Friedman, Elbit Defence Systems, Haifa, Israel



Abstract


This paper discusses two methods to perform a comparative analysis of the cinematic parameters, which functionally characterize the ballistic systems, as well as the results of their application within a safety-testing context. The first method permits the evaluation of the risks and the formulation of the acceptance criteria by using the correlation coefficient matrixes. The stress-strength analysis version, integrated within the second method, offers a probabilistic support for the risks assertion and acceptance criteria definition.


1. Introduction


Part of the risks associated with the functioning of a ballistic system are connected with the variation of the cinematic parameters that define its evolution on the trajectory. The upgrading of such a system, usually classified as safety critical item, imposes a thorough investigation of the hazardous entities and situations, introduced by the new subsystems, either in normal functioning or in a circumstance of critical failure. In order to determine the functional differences between the reference system “old” and the hybrid prototype “old-new”, tests, relevant measurements and comparative analysis are made. Based on the knowledge experimentally captured, the package of preliminary assertions, regarding the components of the risk vectors (<probability of occurrence, severity of effects/ consequences> in conformity with the definitions in [1], [2], or < probability of occurrence, severity of effects/ consequences, probability of detection> in conformity with the definition in [3]) is refined, the main elements being retained to support the decision for certification and procedure to the series production.

The methods to be described further on deals with the assessment of the effects/ consequences of the relative risks, implied by the constructive and functional modifications, brought about to a ballistic system by the modernization of some of its subsystems, within the conditions of acknowledgment and acceptance of the absolute risks that are associated with the reference system “old’. The analysis are focused both to determine the level of alteration of the trajectory on which the ballistic system moves, alteration that may have as a consequence the modification of the utilization envelopes, and to quantify the effects on the operator of the job station, which can be unacceptable from the point of view of human resistance. By using the accelerations measured during the tests with the reference system “old”, the hybrid system “old-new” in normal functioning, and the hybrid system “old-new” in critical failure, the cinematic parameters (acceleration gradients, velocities, displacements) are calculated; then are assessed the differences between the 2 systems, by regression in the first method and by a probabilistic technique in the second method. The comparative analysis is distributed both to the ballistic department and to the human engineering department. Their conclusions are used to decide the acceptance/ rejection and the modification (if necessary) of the risk vectors, on the effects/ consequences component. In Part I the 2 methods are described and in Part II some results of an analysis already performed are given.





Part I


2. Risk assessment methods


Notation

m

Number of tests with the reference system “old”

n

Number of tests with the system “old-new” in normal functioning

p

Number of tests with the system “old-new” having the subsystems “new” in critical failure

T

Sampling rate

Total number of acquired samples/ record

=T, N, 0-1

Moments in which the values of acceleration have been acquired

D

Length of the analysis interval

t=dT, dN, d1N,

d1dd1+D-1

Moments in the analysis interval; the interval was tailored from the whole record; if the lower bound of the interval coincides with the initiation of the movement then d1 is to be considered “moment 0”

Xi(), iN, 1im

Acceleration signals acquired during the tests with the system “old”

Yj(), jN, 1jn

Acceleration signals acquired during the tests with the system “old-new” in normal functioning

Zk(), kN, 1kp

Acceleration signals acquired during the tests with the system “old-new” having the subsystems “new” in critical failure

Xai(t), Yaj(t), Zak(t)

Acceleration signals to which the numerical filtration and the scale transformation have been applied; to these signals have also been chosen the initiation moment and the length of the analysis interval

Xgi(t), Ygj(t), Zgk(t)

Acceleration gradient signals obtained by the numerical derivation of the acceleration signals

Xvi(t), Yvj(t), Zvk(t)

Velocity signals obtained by the numerical integration of the acceleration signals

Xsi(t), Ysj(t), Zsk(t)

Displacement signals obtained by the numerical integration of the velocity signals

R squared

The square of the Pearson product moment correlation coefficient through data points in X, Y sets: RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

Raij, Rgij, Rvij, Rsij

Correlation coefficients between the signals from the tests with the system “old” (independant variables) and the signals from the tests with the system “old-new” in normal functioning (dependant variables), computed by using the Rsquared formula

Raik, Rgik, Rvik, Rsik

Correlation coefficients between the signals from the tests with the system “old” (independant variables) and the signals from the tests with the system “old-new” having the subsystems “new” in critical failure (dependant variables), computed by using the Rsquared formula

Ca, Cg, Cv, Cs

Extreme correlation coefficients by which the acceptance/ rejection decision is made

AavgX, AavgY, AavgZ

Average values of acceleration over the interval selected for analysis

GavgX, GavgY, GavgZ

Average values of the acceleration gradient over the interval selected for analysis

VmaxX, VmaxY, VmaxZ

Maximum values of velocity over the interval selected for analysis

SDX, SDY, SDZ

Total displacements in the analysed time interval

<aX, aX>, <aY, aY>, <aZ, aZ>

Normal distribution parameters (mean and standard deviation) for AavgX, AavgY, AavgZ variables

<gX, gX>, <gY, gY>, <gZ, gZ>

Normal distribution parameters (mean and standard deviation) for GavgX, GavgY, GavgZ variables

<vX, vX>, <vY, vY>, <vZ, vZ>

Normal distribution parameters (mean and standard deviation) for VmaxX, VmaxY, VmaxZ variables

<sX, sX>, <sY, sY>, <sZ, sZ>

Normal distribution parameters (mean and standard deviation) for SDX, SDY, SDZ variables

P(1-2>0)

If 1, 2 are normally distributed variables, having <1, 1>, and <2, 2> respectively, then 1-2 is a normally distributed variable, having =1-2 si =(12+22), and the probability is:

P=(1/(2*)(-/,)e-y^2/2dy

PA1(AavgX-AavgY>0), PA2(AavgX-AavgZ>0)

Probabilities that the differences between the “average values of acceleration” variables are positive (computed by using P(1-2>0 formula))

PG1(GavgX-GavgY>0), PG2(GavgX-GavgZ>0)

Probabilities that the differences between the “average values of acceleration gradient” variables are positive (computed by using P(1-2>0))

PV1(VmaxX-VmaxY>0), PV2(VmaxX-VmaxZ>0)

Probabilities that the differences between the “maximum values of velocity” variables are positive (computed by using P(1-2>0))

PS1(SDX-SDY>0), PS2(SDX-SDZ>0)

Probabilities that the differences between the “total displacement” variables are positive (computed by using P(1-2>0))

PAmin, PAmax, PGmin, PGmax, PVmin, PVmax, PSmin, PSmax

Extreme probabilities by which the acceptance/ rejection decision is made

g, g/s, m/s, mm

Measurement units for acceleration, acceleration gradient, velocity, displacement; 1g 9.81 m/s2


2.1 Method I


Step 1: Perform the tests, acquiring for each of them, the acceleration signal on the main direction of movement (or on any other direction of interest), then choose the records for which plausible functioning and normal running of the measuring instrumentation are get; be Xi(), iN, 1im, Yj(), jN, 1jn, Zk(), kN, 1kp, the sets of such values;

Step 2: Approximate the recorded signals by means of numerical filters of high selectivity, chosen in such a way so as not to erase the traces (frequency bands) that characterise the functional differences between the 2 system classes: “old” and “old-new”. In [4] are discussed some issues about the numerical filtering of acceleration signals. Apply the scale transformation on the 2 axis and establish the start-up moments and the analysis interval, obtaining the significant acceleration fragments (time): Xai(t), Yaj(t), Zak(t);

Step 3: Compute the acceleration gradients(time): Xgi(t), Ygj(t), Zgk(t), velocities(time) Xvi(t), Yvj(t), Zvk(t) and displacements(time) Xdi(t), Ydj(t), Zdk(t);

Step 4: Built up the correlation coefficient matrixes:


R squared

Yaj(t)

Xai(t)

Raij

R squared

Ygj(t)

Xgi(t)

Rgij

R squared

Yvj(t)

Xvi(t)

Rvij

R squared

Ysj(t)

Xsi(t)

Rsij

R squared

Yak(t)

Xai(t)

Raik

R squared

Ygk(t)

Xgi(t)

Rgik

R squared

Yvk(t)

Xvi(t)

Rvik

R squared

Ysk(t)

Xsi(t)

Rsik

Step 5: Compare the correlation coefficients with the Ca, Cg, Cv, Cs extreme values, which are given in the test plan, or are established after having performed the tests and the regression analysis:

MIN(Raij, Raik)Ca, MIN(Rgij, Rgik)Cg, MIN(Rvij, Rvik)Cv, MIN(Rsij, Rsik)Cs;

Step 6: Analyse, by direct graphic comparison or by tracing the regression line, the signals between which there are some unsatisfactory correlation’s, then determine the causes. In the second part, there is a presentation of the decision-making orientation for some of them.

Step 7: Decide on the acceptance/ rejection and on the modification of the risk vectors, on the effects/ consequence component.

.

    1. Method II


Step 1: Identical with the step 1, method I;

Step 2: Identical with the step 2, method I;

Step 3: Identical with the step 3, method I;

Step 4: Choose the variables that may characterise statistically the systems functioning within the interval selected for analysis, for example: the average values of accelerations, the average values of acceleration gradient, the maximum values of velocity, the total displacements: AavgX, AavgY, AavgZ, GavgX, GavgY, GavgZ , VmaxX, VmaxY, VmaxZ, SDX, SDY, SDZ;

Step 5: Compute <aX, aX>, <aY, aY>, <aZ, aZ>, <gX, gX>, <gY, gY>, <gZ, gZ>, <vX, vX>, <vY, vY>, <vZ, vZ>, <sX, sX>, <sY, sY>, <sZ, sZ>;

Step 6: Compute PA1(AavgX-AavgY>0), PA2(AavgX-AavgZ>0), PG1(GavgX-GavgY>0), PG2(GavgX-GavgZ>0), PV1(VmaxX-VmaxY>0), PV2(VmaxX-VmaxZ>0), PS1(SDX-SDY>0), PS2(SDX-SDZ>0);

Step 7: Compare the obtained probabilities with the PAmin, PAmax, PGmin, PGmax, PVmin, PVmax, PSmin, PSmax values, established in the test plan or chosen after having performed the tests and the statistical computations:

PAmin< PA1(AavgX-AavgY>0)<PAmax, PAmin< PA2(AavgX-AavgZ>0)<PAmax

PGmin< PG1(GavgX-GavgY>0)<PGmax, PGmin< PG2(GavgX-GavgZ>0)<PGmax

PVmin< PV1(VmaxX-VmaxY>0)<PVmax, PVmin< PA2(VmaxX-VmaxZ>0)<PVmax

PSmin< PS1(SDX-SDY>0)<PSmax, PSmin< PS2(SDX-SDZ>0)<PSmax

Step 8: If there are any non- conformities, determine the causes. The second part details the decision-making orientation for some of them.

Step 9: Decide on the acceptance/ rejection and on the modification of the risk vectors, on the effects/ consequence axis.


Part II

3. Results


The 2 methods have been recently used to analyse the experimental results obtained during a safety-testing program. The reference “old” is a ballistic system powered by a cartridge with solid propellant. The “old-new” hybrid prototype has the mass and the centre of gravity slightly modified against the reference. Moreover, at a certain moment during the functioning, a quick-disconnect pin-socket connector is released. In these conditions, we can anticipate that, for the upgraded system, the level of accelerations is lesser over the whole period of functioning and, near to the moment of disconnection, there is a braking force, both for a normal functioning and for a critical failure of the connector.

These effects are visible on the acceleration diagrams, if we can assure the repeatability of the tests, from the point of view of the propulsion system functioning, and if mechanical interlocking or significant deterioration do not appear.

After tests performance, 7 records in the configuration m=1, n=5, p=1 have been validated for analysis. In Figures 1-4 are plotted (within the same system axis) the fragments: acceleration [g]/ time [ms], acceleration gradient [g/s]/ time [ms], velocity [m/s]/ time [ms], displacement [mm]/ time [ms], resulted from the application of steps 1-3, common for both methods.


RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

Figure 1. Acceleration [g]/ Time [ms]

RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

Figure 4. Displacement [mm]/ Time [ms]

Figure 2. Acceleration gradient [g/s]/ Time [ms]


RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

Figure 3. Velocity [m/s]/ Time [ms]





3.1 Method I


Step 4: Built up the correlation coefficient matrixes:

R squared

Ya1

Ya2

Ya3

Ya4

Ya5

Xa1

0.68

0.99

0.97

0.95

0.94

R squared

Za1

Xa1

0.56




R squared

Zg1

Xg1

0.00

R squared

Yg1

Yg2

Yg3

Yg4

Yg5

Xg1

0.03

0.80

0.51

0.40

0.41




R squared

Zs1

Xs1

0.9993

R squared

Ys1

Ys2

Ys3

Ys4

Ys5

Xs1

0.9975

0.9999

0.9997

0.9999

0.9993

R squared

Yv1

Yv2

Yv3

Yv4

Yv5

Xv1

0.9843

0.9997

0.9968

0.9982

0.9850

R squared

Zv1

Xv1

0.9820


Step 5: Compare the obtained correlation coefficients with the values specified in the test program: Ca=0.9, Cg=0.40, Cv=0.98, Cs=0.99.

Step 6: Analyse the diagrams between which there are some unsatisfactory correlation. We notice that these are Xa1 and Ya1 (correlation coefficient 0.68), Xa1 and Za1 (correlation coefficient 0.56); the bad correlation of the above signals determines the worse correlation of the acceleration gradient signals: Xg1 and Yg1 (correlation coefficient 0.03), Xg1 and Zg1 (correlation coefficient 0.00). We can easily notice that, in spite of these, the velocity signals and the total displacement signals are satisfactorily correlated. In Figures 5-6 graphical comparisons between Xa1 and Ya1 (by tracing the regression line, and by overlapping) are made. Xa1 and Za1.are plotted in figures 7-8 by the same techniques.

One of the causes for the bad correlation is the delay (by 6 ms in the first case and 16 ms in the second case); by overlapping the moments when the signals reach the maximum value we can improve the correlation coefficients: 0.80 (Xa1 and Ya1) is 0.94 (Xa1 and Za1).

Another cause for the bad correlation of Xa1 and Ya1 signals is the temporary mechanical

interlocking (visible on Ya1 diagrams), having no connection with the “new” subsystems functioning, which are integrated on the upgraded prototype.

In this situation we can choose one of the solutions: (a) Ya1 is given up (automatically Yg1, Yv1, Ys1 are given up) since there are satisfactory results for the other 4 tests of the same type; (b) the Ca criterion is given up (or is modified to include the value 0.80).

RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

Figure 5. Acceleration [g]/ Acceleration [g] Figure 6. Acceleration [g]/ Time [ms]


RISK ANALYSIS BASED ON ACCELERATION MEASUREMENTS FLORIN POPENTIU VLADICESCU

Figure 7. Acceleration [g]/ Acceleration [g] Figure 8. Acceleration [g]/ Time [ms]

Step 7: Decide on acceptance if one of the solutions (a) or (b) has been adopted at step 6. The hybrid system does not introduce additional risks, so the risk vectors, on effects/ consequences component, does not change.




3.2 Method II


Step 4, 5: In Table 1 the chosen variables and the values <mean, standard deviation> are presented. The lack of information on X, Z variables makes this method hard to apply. However, we can go to step6.

(some of the probabilities will be 0 or 1).


Table 1.


Test 1

Test 2

Test 3

Test 4

Test 5

AavgX [g]

9.63

-

-

-

-

9.63

0

AavgY [g]

8.29

8.85

8.34

8.65

7.36

8.30

0.51

AavgZ [g]

7.75

-

-

-

-

7.75

0

GavgX [g/s]

-16.26

-

-

-

-

-16.26

0

GavgY [g/s]

-18.39

-20.84

-14.70

-27.59

-54.76

-27.26

14.38

GavgZ [g/s]

-15.81

-

-

-

-

-15.81

0

VmaxX [m/s]

19.91

-

-

-

-

19.91

0

VmaxY [m/s]

17.18

18.70

17.97

18.79

18.07

18.14

0.58

VmaxZ [m/s]

16.49

-

-

-

-

16.49

0

SDX [mm]

2537

-

-

-

-

2537

0

SDY [mm]

2026

2371

2320

2365

2323

2281

129.20

SDZ [mm]

1892

-

-

-

-

1892

0






Step 6: The computed probabilities are in conformity with Table 2.The data in Table 2 indicate that the “average values for acceleration”, “the maximum values of velocity” and the “total displacements” are greater for the reference system “old”. The results obtained for the “average values of acceleration gradient” are contradictory.


Step 7: Compare the computed probabilities with the values: PAmin= PGmin = PVmin = PSmin =0.5 si PAmax= PGmax = PVmax = PSmax=0.999.


Table 2.

PA1(AavgX-AavgY>0)

PA2(AavgX-AavgZ>0)

0.9955

1

PG1(GavgX-GavgY>0)

PG2(GavgX-GavgZ>0)

0.7764

0

PV1(VmaxX-VmaxY>0)

PV2(VmaxX-VmaxZ>0)

0.9989

1

PS1(SDX-SDY>0)

PS2(SDX-SDZ>0)

0.9761

1






Step 8: The probabilities that the differences between the X, Z variables be positive do not frame within the imposed limits. Because of the lack of information on X, Z dispersions, we can choose one of the solutions: (a) allocate standard deviation values for X, Z variables in a reasonable way, then recalculate the probabilities; (b) adopt some determinist acceptance criteria, the simplest being the framing of |AavgX-AavgZ|, |GavgX-GavgZ|, |VmaxX-VmaxZ|, |SDX-SDZ| between some limits.


Step 9: Both in case (a) and case (b) we can easily reach the acceptance decision and conclude that the hybrid system “old-new” does not introduce additional risks, so the risk vectors, on effects/ consequences component, does not change.


  1. Conclusions


Both methods permit the investigation of the differences between the signals acquired during the tests with the reference system “old” and the signals acquired during the tests with the upgraded system “old-new”, the last being in normal functioning/ critical failure.

As the result of their application in the mentioned context, the conclusions are similar. Method II is mostly indicated if there is an apriori information on the distribution parameters of the variables, or if a great number of tests are performed.


Bibliography


[1] Birolini A., Quality and Reliability of Technical Systems, Theory-Practice-Management, Springer Verlag, 1997, 530 pp.

[2] Villemeur A., Reliability, Availability, Maintainability and Safety Assessment, vol. 1: Methods and Techniques, John Wiley & Sons, 1992, 357 pp.

[3] Kececioglu, D. Maintainability, Availability, and Operational Readiness Engineering Handbook, Volume I, 1/e, Prentice Hall Professional Technical Reference, 1995, 816 pp.

[4] Popentiu F., Radu M., Aircraft ejection systems- The acceleration variable (in Romanian), The annual Symposium of Reliability and Quality Engineering, Bucharest, Romania, 1992.

[5] Kales P., Reliability: For Technology, Engineering, and Management, 1/e, Prentice Hall Career & Technology , 1998, 392 pp.



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