Selection Of Mixed Sampling Plan With CSP-1 (C=2) Plan As Attribute Plan Indexed Through MAPD AND MAAOQ

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International Journal of Scientific & Engineering Research, Volume 3, Issue 1, January-2012 1 Selection Of Mixed Sampling Plan With CSP-1 (C=2) Plan As Attribute Plan Indexed Through MAPD AND MAAOQ R. Sampath Kumar, S. Sumithra and R. Radhakrishnan Abstract - In this paper a procedure for the construction and selection of the independent mixed sampling plan using MAPD and MAAOQ as quality standards with Continuous Sampling plan of the type CSP-1 (c=2) as attribute plan is presented. Tables are constructed for the selection of parameters of the plan when MAPD and MAAOQ are given. Practical applications of the sampling plan are also discussed with suitable example. Key words and Phrases: Maximum allow able percent defective, maximum allow able average outgoing quality, Operating characteristic. AMS (2000) Subect classification Number: Primary: 62P30, Secondary: 62D05. 1. Introduction A variety of plans and procedures have been developed for special sampling situation involving both measurements and attributes. Each is tailored to do a specific ob under prescribed circumstances. They range from a simplified variables approach to a more technically complicated combination of variables and attribute sampling called mixed sampling plans. Mixed sampling plans are of two types, namely independent and dependent plans. Independent mixed plans do not incorporate first sample results in the assessment of the second sample. Dependent mixed plans combine the results of the first and second samples in making a decision if a second sample is necessary. Mixed Sampling Plan (MSP) was first developed by Schilling (1967) for the case of single sided specifications, standard deviation known by assuming an underlying normal distribution for measurements. Dodge (1943) provided the concept of continuous sampling inspection and introduced the first continuous sampling plan. Dodge (1947) outlined several sampling plans for continuous production, originally referred to as the random order and later designated as CSP-1 plan by Dodge and Torrey (1951). The desirability of developing a set of sampling plans indexed with p* has been explained by, Soundararaan (1975), Kandasamy (1993) studied in designing of various types of continuous sampling plans. Suresh and Ramkumar (1996)discussed about the use of MAAOQ for the selection of sampling plans. Radhakrishnan (2002) constructed various continuous sampling plans indexed through MAAOQ and mentioned its advantage over AOQL. Devaarul (2003), Sampath Kumar (2007), Radhakrishnan and Sampath Kumar (2006, 2007, 2009), Radhakrishnan et.al (2010) have made contributions to mixed sampling plans for independent case. Radhakrishnan et.al and (2009) studied mixed sampling plan for dependent case. In this paper, using the operating procedure of mixed sampling plan (independent case) with CSP-1 (c=2) as attribute plan, tables are constructed for the mixed sampling plan indexed through MAPD and MAAOQ. Suitable suggestions are also provided for the future. 2. Glossary of Symbols The symbols used in this paper are as follows P : submitted quality of lot or process p* : maximum allowable percent defective (MAPD) : probability of acceptance for lot quality p : probability of acceptance assigned to first stage for percent defective p : probability of acceptance assigned to second stage k f i n1 n2 for percent defective p : variable factor such that a lot is accepted if X A L k : the rate of inspection(=1/n) : number of consecutive units are found conforming : sample size for the variable sampling plan : sample size for the attribute sampling plan = (1/f) units 3. Formulation of Mixed Sampling Plan with CSP-1 (c=2) as Attribute Plan The development of mixed sampling plans and the subsequent discussions are limited only to the lower specification limit L. By symmetry a parallel discussion can be used for upper specification limits also It is suggested that the mixed sampling plan with CSP 1(c=2) in the case of single sided specification (L), standard deviation (σ) known can be formulated by the parameters i, n 1, n2 and k. http://www.iser.org

International Journal of Scientific & Engineering Research, Volume 3, Issue 1, January-2012 2 *. Assistant Professor, Department of Statistics, Government Arts College, Coimbatore-18. **. Assistant Professor, Department of Statistics, Dr.N.G.P Arts and Science College, Coimbatore - 48. ***. Associate Professor, Department of Statistics, PSG College of Arts and Science, Coimbatore - 14. Mixed sampling procedure suggested by Schilling (1967) is slightly modified and presented in this paper and this procedure is to be adopted separately for each time period fixed by the manufacturer. By giving the values for the parameters an independent plan for single sided specification, σ known would be carried out as follows: Determine the parameters with reference to ASN and OC curves Take a random sample of size n1 from the lot assumed to be large during the time period t (may be an hour / a shift / a day / a week ). [This is the modification suggested in this paper over Schilling (1967)] If a sample average X A L k, accept the lot If the sample average X A L k, apply the operating procedure of CSP-1 (c=2) Operating Procedure of CSP-1(c=2) plan Step 1: At the outset, inspect 100% of the units consecutively in the order of production until i successive conforming units are found. Step 2: When i units in succession are found conforming discontinue 100% inspection and inspect f (=1/n) units until total of (c+ 1) sampled units are found nonconforming. Step 3: When the number of nonconforming sampled units reaches (c+1), revert to 100% inspection as in step 1. Step 4: Correct or replace all nonconforming units found with conforming units. Step 5: At the end of the time t switch back to variable sampling plan for the units produced. 4. Construction and Selection of Mixed Sampling Plan having CSP-1 (c=2) as attribute plan indexed through MAPD and MAAOQ Maximum allowable percent defective (MAPD) is the quality level that corresponds to the point of inflection of the OC curve. It is the quality level at which the second order derivative of the OC function Pa(p) with respect to p is zero ans the third order not equal to zero. When some specific value for a characteristic or group of characteristics is designated, the continuous sampling plan will have a tendency to accept product during periods of sampling if the submitted quality is upto MAPD and if the submitted quality is beyond MAPD, the sampling plan will have a tendency to submit the product for screening. The inflection point (p*) is obtained by using d 2 Pa(p)/dp 2 = 0 and d 3 Pa(p)/dp 3 0. Maximum allowable average outgoing quality (MAAOQ) of a sampling plan is designated as the Average Outgoing Quality(AOQ) at the MAPD. AOQ = p. Pa(p). and MAAOQ = AOQ at p = p*. Schilling (1967) has given the procedure for constructing the mixed sampling plan when a point on OC curve and n1 are known with CSP-1(c=2) as attribute plan for a specific (p*, β*), n1, n2 and i Assume that the mixed sampling plan is independent Split the probability of acceptance ( ) determining the probability of acceptance that will be assigned to the first stage. Let it be Decide the sample size n1 (for variable sampling plan) to be used Calculate the acceptance limit for the variable sampling plan as A L k L [ z( p ) { z( ) / n }] 1, Where z(t) is the standard normal variate corresponding to t such that 1 u 2 /2 t e du. 2 zt () Determine the sample average X. If a sample X A L K average, take a second stage sample of size n2 using attribute sampling plan. Now determine the probability of acceptance assigned to the attributes plan associated with the second stage as 1 Determine the values of n2 and i from Pa(p)= for p = p. Using the above procedure tables are constructed to facilitate easy selection of mixed sampling plan with CSP-1(c=2) as attribute plan indexed through MAPD and MAAOQ. Construction of Tables According to Stephens (1979), the OC function of the CSP-1(c=2) plan is given by Pa(p) = 3q i /[f+(3-f)q i ], where p is the fraction of incoming lots that are not acceptable and q=1-p and f=1/n. The values of i and n are calculated for different possible combinations of MAPD and MAAOQ for β* = 0.20 using Visual Basic Program and presented in Table 1. http://www.iser.org

0.0000 0.0001 0.0005 0.0010 0.0015 0.0020 0.0025 0.0030 0.0035 1.0000 probability of acceptance International Journal of Scientific & Engineering Research, Volume 3, Issue 1, January-2012 3 Selection of the Plan For the specified values of MAPD and MAAOQ one can find the ratio MAPD / MAAOQ and select the nearest value of the ratio MAPD/MAAOQ in Table 1 and corresponding to the given value of MAPD, the values of i and n2 are obtained from Table 1. Example : 1 Given MAPD = 0.0015 and MAAOQ = 0.000599. Compute the ratio MAPD/MAAOQ = 2.5042 and select the nearest value of the ratio from the Table 1 as 2.5000. The values of i and n2 corresponding to the ratio 2.5000 and MAPD = 0.0015 are i = 2393, n2 = 8 and f = 1/n2 = 1/8 = 0.125. Thus i = 2393, f = 0.08 are the parameters selected for the mixed sampling plan having CSP-1(C=2) plan as attribute plan for a specified MAPD = 0.0015 and MAAOQ = 0.000599. Practical Application of Mixed Sampling Plan with CSP-1(c=2) plan as attribute Plan The biscuits are expected to contain sugar, carbohydrates, fat, etc., in a specified proportion. Inspection of such items means testing one or more characteristics of the product. Here mixed sampling plan with CSP-1(c=2) as attribute plan can be used as a basis for acceptance or reection of such items. The characteristic to be inspected is the Carbohydrates of the item for which there is a specified lower limit of 78.1g specified by the producer with a known standard deviation (σ) of 0.2g. In this example, L = 78.1g, σ = 0.2g and k = 1.5. A = L + K σ = 78.1 + (1.5)(0.2) = 78.4g. Now, by applying the variable inspection first, take a random sample of size n1 = 10 and find the sample average X of the characteristic. If X 78.4g accept the units otherwise apply the attribute inspection. Under attributes inspection, by taking CSP-1(c=2) as attribute plan, for the specified MAPD = 0.0015 (15 non-conformities out of 10000 units) and MAAOQ = 0.000599 (599 non-conformities out of 10, 00,000 units) the value of i = 2393 and n2 = 8. Apply 100% inspection to the submitted units and such inspection is continued until i = 2393 units in succession are found to be acceptable. When i = 2393 consecutive units are found acceptable, then 100% inspection is discontinued and an inspection at the rate of f = 1/n2 = 1/8 = 0.125 units until total of (c+1) or three sampled units are found nonconforming. During the skipping inspection, when the number of nonconforming sampled units reaches (c+1) or three, apply 100% inspection from the next unit and inform the management for improving the quality of the product. http://www.iser.org At the end of the time t switch back to variable sampling plan for the units produced. The OC curve for the plan i = 2393 and n2 = 8 is shown in Figure 1: 1 0.8 0.6 0.4 0.2 0 product quality in proportion of defectives Figure 1: OC curve for i = 2393, n 2 = 8 MSP CSP- 6. Conclusion In this paper a procedure for the construction and selection of independent mixed sampling plan having CSP- 1(c=2) as attribute plan is presented. A table is also provided for the easy selection of the plans when MAPD and MAAOQ are known. Practical application for the sampling plan is also discussed. If the floor engineers know the levels of MAPD and MAAOQ, they can have their sampling plans on the floor itself by referring to the tables. This provides the flexibility to the floor engineers in deciding their sampling plans. Various plans can also be constructed to make the system user friendly by changing the first stage probabilities (β* ). Similar plans can also be constructed for dependent mixed sampling plan suggested by Radhakrishnan et.al (2009). References 1. Devaarul, S. (2003). Certain Studies Relating to Mixed Sampling Plans and Reliability Based Sampling Plans, - PhD thesis - Bharathiar University, Tamil Nadu, India. 2. Dodge, H. F. (1943). A sampling inspection plan for continuous production, The Annals of Mathematical Statistics, Vol. xiv, No. 3, pp. 264-279. 3. Dodge, H. F. (1947). Sampling plans for continuous production, Industrial Quality Control, Vol. 4, No. 3, pp. 5-9. 4. Dodge, H. F., and Torrey, M. N. (1951). Additional continuous sampling inspection plans, Industrial Quality Control, Vol. 7, No. 5, pp. 7-12.

International Journal of Scientific & Engineering Research, Volume 3, Issue 1, January-2012 4 5. Kandasamy, C. (1993). Studies on Designing Certain Continuous Sampling Plans, - PhD thesis, Department of Statistics, Bharathiar University, Coimbatore, Tamil Nadu, India. 6. Radhakrishnan, R. (2002). Contributions to the Study on Selection of Certain Acceptance Sampling Plans, - PhD thesis - Bharathiar University, Tamil Nadu, India. 7. Radhakrishnan, R., and Sampath Kumar, R. (2006). Construction of mixed sampling plan indexed through MAPD and IQL with single sampling plan as attribute plan, National Journal of Technology, Vol. 2, No. 2, pp. 26-29. 8. Radhakrishnan, R., and Sampath Kumar, R. (2007). Construction of mixed sampling plans indexed through MAPD and AQL with double sampling plan as attribute plan, The International Journal of Statistics and System, Vol. 2, No. 2, pp. 3-39. 9. Radhakrishnan, R., and Sampath Kumar, R. (2009). Construction and comparison of mixed sampling plans having ChSP - (0,1) plan as attribute plan, The International Journal of Statistics and Management System, Vol. 4, No. 1-2, pp. 134-149. 10. Radhakrishnan, R., Sampath Kumar, R., and Saravanan, P.G. (2009). Construction of dependent mixed Sampling plan using single sampling plan as attribute plan, The International Journal of Statistics and System, Vol. 5, no. 1, pp. 69-74. 11. Radhakrishnan, R., Sampath Kumar, R., and Malathy, M. (2010). Selection of mixed sampling plan with TNT-(n1, n2; 0) plan as attribute plan indexed through MAPD and MAAOQ, International Journal of Statistics and System, Vol. 5, No. 4, pp. 477-484. 12. Sampath Kumar, R., (2007). Construction and Selection of Mixed Variables Attributes Sampling Plans - PhD Dissertation, Department of Statistics, Bharathiar University, Coimbatore, Tamil Nadu, India. 13. Schilling, E.G. (1967). A General Method for Determining the Operating Characteristics of Mixed Variables Attributes Sampling Plans single sided specifications, S.D. known, PhD Dissertation- Rutgers- The State University, New Brunswick, New Jersy. 14. Soundararaan, V. (1975). Maximum allowable percent defective (MAPD) single sampling inspection by attributes plan, Journal of Quality Technology, Vol. 7, No. 4, pp. 173-177. 15. Suresh, K. K., and Ramkumar, T. (1996). Selection of a sampling plan indexed with maximum allowable average outgoing quality, Journal of Applied Statistics, Vol. 23, No. 6, pp. 643-642. Table 1: Various characteristics of Mixed Sampling plan with CSP -1 (C=2) plan as attribute plan indexed by MAPD and MAAOQ when β* = 0.20. MAPD/ MAAOQ MAPD in Percent 0.15 0.25 0.4 0.65 1.0 1.5 2.5 4.0 6.5 10.0 I n 2 i n 2 I n 2 i n 2 i n 2 i n 2 i n 2 i n 2 i n 2 I n 2 2.6490 3749 56 2324 67 1342 43 814 40 542 46 320 25 172 15 97 10 59 10 40 13 2.6316 3139 23 1883 23 1242 30 694 19 427 15 306 21 154 10 96 10 41 3 43 18 2.6059 2981 18 1788 18 1072 15 678 17 414 13 280 14 146 8 93 9 60 11 31 5 2.5806 2940 17 1739 16 1071 15 668 16 405 12 275 13 150 9 90 8 57 9 29 4 2.5641 2684 12 1610 12 1025 13 591 10 393 11 261 11 153 10 83 6 62 13 29 4 2.5477 2634 11 1580 11 1008 12 576 9 374 9 262 11 144 8 83 6 51 6 37 10 2.5157 2496 9 1497 9 984 11 557 8 362 8 241 8 144 8 83 6 55 8 36 9 2.5000 2393 8 1435 8 925 9 508 6 358 8 238 8 142 8 72 4 34 2 36 9 2.4615 2393 8 1324 6 896 8 508 6 330 6 220 6 116 4 77 5 47 5 36 9 2.4539 2207 6 1324 6 896 8 508 6 330 6 220 6 116 4 77 5 47 5 26 3 2.4169 2184 6 1310 6 888 8 476 5 309 5 192 4 104 3 65 3 47 5 25 3 2.4024 2064 5 1238 5 773 5 476 5 309 5 191 4 123 5 65 3 47 5 25 3 2.3952 2057 5 1149 4 720 4 441 4 261 3 174 3 123 5 65 3 47 5 25 3 http://www.iser.org

International Journal of Scientific & Engineering Research, Volume 3, Issue 1, January-2012 5 2.3599 1721 3 1032 3 645 3 397 3 221 2 171 3 121 5 64 3 46 5 25 3 2.3121 1699 3 873 2 545 2 335 2 218 2 145 2 120 5 63 3 46 5 25 3 http://www.iser.org