Unit Based Fuzzy Expediting In Project Networks

DOI : 10.17577/IJERTV1IS8619

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Unit Based Fuzzy Expediting In Project Networks

D.Anuradha Department of Mathematics, School of Advanced Sciences VIT University, Vellore-14,

Tamil Nadu, India

S.Bhavani

School of Information Technology and Engineering

VIT University, Vellore-14, Tamil Nadu, India

Abstract

A new algorithm namely, unit based fuzzy expediting algorithm is proposed for finding a fuzzy optimal schedule to fuzzy project networks. An illustrative example is presented to clarify the idea of the proposed approach. The output of the proposed method includes a distribution of the fuzzy project duration, a distribution of the total fuzzy project cost. The unit based fuzzy expediting method can be served as an important tool for the project managers when they are handling various types of project networks having imprecise parameters.

Keywords: Fuzzy project network, Critical path, Fuzzy cost slope, Expediting.

  1. Introduction

    Project management involves project scheduling, planning, controlling, time management, resource management and cost management among which time management is more significant. Critical path method pertains to an algorithm established in the 1950s and is typically used in project management cases for scheduling a set of project activities. It helps us to calculate the minimum length of time in which the project can be completed. When the activity times in the project are deterministic and known, critical path method has been demonstrated to be a useful tool in managing projects in an efficient manner to meet the challenge. Since the critical path determines the completion date of the project, the project can be accelerated

    by adding the resources required to decrease the time for the activities in the critical path. Such a shortening of the project sometimes is referred as project expediting. It is true that due date for the completion of the project may well affect the cost incurred because more resources are required to perform work in a shorter period of time. This is called time-cost trade-off analysis. Efficient algorithms have been developed for solving the project network when the duration and cost of an activity in the project are certain numbers. The occurrence of randomness and imprecision in the real world is inevitable owing to some unexpected situations. There are cases that the duration and cost of an activity may be uncertain due to some uncontrollable factors such as weather, productivity level, and human facts and so on. Wang et al. [12] designed a model to project scheduling with fuzzy information. Leu et al. [9] developed a fuzzy optimal model to formulate effects of both certain activity duration and research constraint. Feng et al. [4] introduced a hybrid approach that combines simulation techniques with a genetic algorithm to solve the time cost trade-off problem under uncertainty. Leu et al. [10] gave a genetic algorithm based fuzzy optimal model for the construction of time-cost trade-off. Arikan and Gungor [1] presented fuzzy goal programming model for time-cost trade off problem. Chao-gunag et al. [8] proposed a fully fuzzy time-cost trade-off based on

    genetic algorithms. Yang [13] incorporated budget uncertainty into project time-cost trade-off in a chance constraint programming model. Ghazanfari et al. [5] developed a new approach for solving the time-cost trade-off problem with fuzzy decision variable. Yousefli et al. [14] developed a heuristic method to solve a project scheduling problem by using fuzzy decision making in fuzzy environment. Hua Ke et al. [6] provided an algorithm for solving project scheduling problem in hybrid uncertain environments. Shakeela and Ganesan [11] proposed a method for finding an optimal duration by expediting the fuzzy activities of a project network

    without converting the fuzzy activity times to classical numbers.

    In this paper we propose a new algorithm namely, unit based fuzzy expediting algorithm for project networks in fuzzy environment. We have considered project networks in uncertain environment in which normal and expedite durations of each activity are considered imprecise and shown in the form of triangular fuzzy numbers. Optimum durations of activities are calculated in the form of triangular fuzzy numbers. A numerical example has been solved illustrating the validity of the proposed approach.

  2. Preliminaries

    We need the following mathematical orientated definitions of fuzzy set, fuzzy number and membership function which can be found in Bellman and Zadeh [2].

    Definition 2.1 Let A be a classical set and

    number of its member ship function has the following conditions:

    (i) A (x) : R [0,1] is continuous.

    (ii) A (x) 0 for all (, a][c, )

    1. A (x) is strictly increasing on [a,b] and strictly decreasing on [b,c].

    2. A (x) 1 for all x b where a b c .

    A (x) be a membership function from A to

    [0,1]. A fuzzy set A with the membership function A (x) is defined by

    Definition 2.3 A fuzzy number A is denoted as a triangular fuzzy number by (a1, a2, a3)

    A (x, A (x)) : x A and

    A (x) [0,1] .

    and its membership function

    given as:

    A (x) is

    Definition 2.2 A Fuzzy set A is called positive if its membership function is such

    x a1 if

    a2 a1

    a1 x a2

    that

    A (x) 0 for all

    x 0 .

    (x) x a3 if a x a

    A a2 a3 2 3

    Definition 2.3 A Fuzzy set A defined on the

    set of real numbers R is said to be a fuzzy

    0 otherwise

    A (x)

    1

    0 a1 a2 a3

    We need the following definitions of the basic arithmetic operators on triangular fuzzy numbers based on the function principle which can be found in Chen [3].

    Definition 2.5 If a (a1, a2, a3) is a triangular fuzzy number, then the Graded Mean Integration Representation method to defuzzify the number is given by,

    Definition 2.4 If a (a , a , a ) and

    p(a) a1 4a2 a3 .

    1 2 3

    b (b1,b2,b3) are two triangular fuzzy

    numbers. Then

    6

  3. Fuzzy Expediting

    (i)

    a b

    ( a1 b1 , a2 b2, a3 b3)

    Fuzzy network expediting

    (ii) a b ( a1 b3, a2 b2, a3 b1)

    1. a b (c1, c2, c3)

      where, c1 min{a1b1, a1b3, a3b1, a3b3} ;

      c2 a2b2 ;

      c3 max{a1b1, a1b3, a3b1, a3b3}

    2. If a (a1, a2, a3) and b (b1,b2,b3) are

    non zero and positive real numbers, then

    a b (a1 b1, a2b2, a3b3)

    (v) ~ ~ a / b , a / b , a / b

    developed with the critical path method for planning and controlling of project networks. Fuzzy expediting in critical path method means that by selecting the lowest fuzzy cost slope activity or activities which will shorten the critical path. This procedure is repeated until the project has been shortened sufficiently or the fuzzy cost to shorten the project exceeds the benefits to be derived. The crashing method is focused on reducing the fuzzy duration of the activities on the critical path. The aim is always to

    a / b

    1 3 2

    2 3 1

    strike a balance between the fuzzy cost and

    (vi)

    ka (ka1 , ka2, ka3) for k 0 .

    fuzzy duration and to obtain a fuzzy optimum project schedule.

      1. Fuzzy relationship between duration and cost

        A simple representation of the possible relationship between the duration of the activity and its direct costs appears in figure 1. Shortenng the duration on an activity will normally increase its direct costs. A duration which implies minimum

        direct cost is called the Normal Duration (ND) and the minimum possible time to complete an activity is called Crash Duration (CD), but at a maximum cost. In this paper the durations and costs are both characterized by triangular fuzzy numbers. The fuzzy relationship between duration and cost is shown in figure 2.

        T/d

        Fig 1 Deterministic relationship between duration and cost of an activity

        Degree of membership

        Expedite Duration(ED)

        Normal Duration (ND)

        Normal Cost Rate (NC)

        Expedite Cost Rate (EC)

        T

        1. Expedite & Normal Activity Fuzzy Duration (FD)

          T

        2. Expedite & Normal Activity Fuzzy Cost (FC)

    Degree of membership

    Fig 2 Fuzzy relationship between duration and cost of an activity

  4. Unit based Fuzzy Expediting Algorithm

    We now introduce the new method namely, unit based fuzzy expediting algorithm for finding the fuzzy optimum project schedule.

    The proposed algorithm proceeds as follows:

    Step1: Draw the project network and determine the critical path.

    Step2: Compute the fuzzy cost slope for each activity by the formula.

    Fuzzy cost slope= (Expedite FC Normal FC)/ (Normal FD-Expedite FD)

    Step3: Identify the activity with the minimum fuzzy cost slope and expedite the activity by one day.

    Step4: Identify the new critical path and find the fuzzy cost of the project by the formula

    Fuzzy project cost= (Direct FC + Expedite FC of crashed activity) + (Indirect cost x Fuzzy project duration)

    Step5: Now in the new critical path select the activity with the next minimum cost slope and expedite by one day.

    Step6: Repeat the process until all the activities in the critical path have been expedited by one day upto the desired level.

    Step7: At this point all the activities are expedited and further expedition is

    not possible. The expedition of non critical activity does not alter the fuzzy project duration and is of no use.

  5. Illustration

    The proposed method namely, unit based fuzzy expediting method for solving a fuzzy expediting in project management is illustrated by the following:

    A precedence relationships network with 12 activities is depicted in the figure

    1. The expedite duration and normal duration of an activity are triangular fuzzy numbers and expedite cost rate and normal cost rate are also triangular fuzzy numbers. The indirect cost is considered as 0.10 x 104 Yuan per day. The complete data is given in table 5.1.

      Activity

      Normal Fuzzy

      Expedite Fuzzy

      Duration

      ( NFD )

      Cost x 104 Yuan

      ( NFC )

      Duration

      ( EFD )

      Cost x 104 Yuan

      ( EFC )

      1–2

      ( 7, 8, 10 )

      ( 0.65 , 0.7 , 0.75 )

      ( 2, 3, 4 )

      ( 0.90, 1.00, 1.10 )

      1–3

      ( 4, 4, 5 )

      ( 0.55, 0.6, 0.65 )

      ( 1,2,3 )

      ( 0.70, 0.80, 0.90 )

      2–3

      ( 0, 0, 0 )

      ( 0,0,0 )

      ( 0, 0, 0 )

      ( 0, 0, 0 )

      2–5

      ( 3, 6, 9 )

      ( 0.80, 0.90, 1.00 )

      ( 1, 1, 1)

      ( 1.10, 1.15, 1.20 )

      3–4

      ( 7, 7, 7 )

      ( 0.25, 0.25, 0.25)

      (4, 5, 6 )

      ( 0.30, 0.30, 0.30 )

      4–6

      ( 11, 12, 13)

      ( 0.90, 1.00, 1.10 )

      ( 7, 8, 10 )

      ( 1.50, 1.60, 1.70 )

      5–6

      (12, 15, 18 )

      ( 1.10, 1.20, 1.30 )

      ( 8, 10, 10 )

      ( 1.55, 1.60, 1.65 )

      5–7

      ( 7, 7, 8 )

      ( 1.15, 1.20, 1.25 )

      ( 6, 6, 6 )

      ( 1.40, 1.40, 1.45 )

      6–8

      ( 4, 5, 6 )

      ( 0.90, 1.00, 1.10 )

      ( 4,5,6 )

      ( 0.90, 1.00, 1.10 )

      7–8

      ( 10, 14, 17 )

      ( 0.50, 0.60, 0.70 )

      ( 5, 7, 8 )

      ( 0.72, 0.74, 0.76 )

      7–9

      ( 7, 8, 10 )

      ( 0.55, 0.60, 0.65 )

      ( 4, 5, 6 )

      ( 1.10, 1.20, 1.30 )

      8–9

      ( 6, 6, 9 )

      ( 0.50, 0.60, 0.70 )

      ( 3,4,5 )

      (0. 76, 0.78, 0.80 )

      Table 5.1

      Stage 1: According to the step 1, we construct a project network for the given data in figure 5.1.

      (7,7,7) (11,12,13)

      (4,5,6)

      3

      (4,4,5)

      4 6 8

      (6,6,9)

      (0,0,0) (12,15,1,8) (10,14,17)

      1 9

      (7,8,10)

      2 5 7

      (3,6,9) (7,7,8)

      Figure 5.1

      (7,8,10)

      Now the Critical Path in this network is highlighted with dark lines. The fuzzy project duration of the critical path in figure

      5.1. is (33,41,53) and the defuzzification value is 41.67, whereas the corresponding total fuzzy cost is (11.15, 12.75, 14.75)

      x104 Yuan and its defuzzification value is

      12.81 x104 Yuan.

      Now as in step 2, we compute the fuzzy cost slope for each activity.

      Activity

      Fuzzy cost slope

      x 104 Yuan

      Activity

      Fuzzy cost slope

      x 104 Yuan

      1–2

      ( 0.02, 0.06, 0.15 )

      5–6

      ( 0.03, 0.08, 0.28 )

      1–3

      ( 0.03, 0.10, 0.35 )

      5–7

      ( 0.08, 0.20, 0.30 )

      2–3

      (0, 0, 0 )

      6–8

      ( 0, 0, 0 )

      2–5

      ( 0.01, 0.05, 0.20 )

      7–8

      ( 0.0, 0.02, 0.13 )

      3–4

      ( 0.02, 0.03, 0.05 )

      7–9

      ( 0.08, 0.20, 0.75 )

      4–6

      ( 0.07, 0.15, 0.80 )

      8–9

      ( 0.01, 0.09, 0.30 )

      Stage 2: Now as in step 3, activity 7-8 has minimum cost slope and it is expedited by one day.

      (7,7,7) (11,12,13)

      (4,5,6)

      3

      (4,4,5)

      4 6 8

      (6,6,9)

      (0,0,0) (12,15,1,8) (9, 13, 16)

      1 9

      (7,8,10)

      2 5 7

      (3,6,9) (7,7,8)

      Figure 5.2

      (7,8,10)

      According to step 4, we identify there are two critical paths in figure 5.2. They are 125789 and 125689. The fuzzy project duration of the two critical paths are (32, 40,

      52) and the defuzzification value is 40.67,

      whereas the corresponding total fuzzy cost is

      (11.05, 12.67, 14.78) x104 Yuan and its defuzzification value is 12.75 x104 Yuan.

      Repeating step 3 to step7 by seven times, we obtain the following project network.

      (6,6,6) (10,11,12)

      (4,5,6)

      3

      (4,4,5)

      4 6 8

      (5,5,8)

      (0,0,0) (10,13,16) (8,12,15)

      1 9

      (4,5,7)

      2 5 7

      (1,4,7) (6,6,7)

      Figure 5.3

      (7,8,10)

      From figure 5.3, it is identified that there are three critical paths. They are 125789, 125689 and 1234689.

      The following table shows the results for the given project network.

      Stage

      Activity

      Expedite Day

      Fuzzy Project Duration

      Direct Fuzzy Cost x 104 Yuan

      Indirect Fuzzy

      Cost x 104 Yuan

      Total Fuzzy Cost x 104 Yuan

      1

      Nil

      0

      ( 33, 41, 53 )

      41.67

      p>( 7.85, 8.65, 9.45 )

      ( 3.3, 4.1, 5.3 )

      ( 11.15, 12.75, 14.75)

      12.81

      2

      7–8

      1

      ( 32, 40, 52 )

      40.67

      ( 7.85, 8.67, 9.58 )

      ( 3.2, 4.0, 5.2 )

      ( 11.05, 12.67, 14.78 )

      12.75

      3

      2–5

      1

      ( 31, 39, 51 )

      39.67

      ( 7.86, 8.72, 9.78 )

      ( 3.1, 3.9, 5.1 )

      ( 10.96, 12.62, 14.88 )

      12.72

      4

      1–2

      1

      ( 30, 38, 50 )

      38.67

      ( 7.88, 8.78, 9.93 )

      ( 3.0, 3.8, 5.0 )

      ( 10.88, 12.58, 14.93 )

      12.68

      5

      1–2

      1

      ( 29, 37, 49 )

      37.67

      ( 7.90, 8.84, 10.08 )

      ( 2.9, 3.7, 4.9 )

      ( 10.80, 12.54, 14.98 )

      12.65

      6

      1–2

      1

      ( 28, 36, 48 )

      36.67

      ( 7.92, 8.90, 10.23 )

      ( 2.8, 3.6, 4.8 )

      ( 10.72, 12.50, 15.03 )

      12.625

      7

      8–9

      1

      ( 27, 35, 47 )

      35.67

      ( 7.93, 8.99, 10.53 )

      ( 2.7, 3.5, 4.7 )

      ( 10.63, 12.49, 15.23 )

      12.63

      8

      2–5

      1

      ( 26, 34, 46 )

      34.67

      ( 7.94, 9.04, 10.73 )

      ( 2.6, 3.4, 4.6 )

      ( 10.54, 12.44, 15.33 )

      12.60

      9

      (7-8),

      (5-6)

      & (3-4)

      1

      ( 25, 33, 45 )

      33.67

      ( 7.99, 9.17, 11.19 )

      ( 2.5, 3.3, 4.5 )

      ( 10.49, 12.47, 15.69 )

      12.67

      10

      (5-7),

      (5-6)

      & (4-6)

      1

      ( 24, 32, 44 )

      32.67

      ( 8.17, 9.60, 12.57 )

      ( 2.4, 3.2, 4.4 )

      ( 10.57, 12.8, 16.97 )

      13.12

      Graphical Representation

      The figure 5.3 portrays the defuzzified results obtained by the proposed algorithm of a given project network.

      Figure 5.3

  6. Conclusions

    This paper investigates the unit based fuzzy expediting algorithm in the project networks. The validity of the proposed algorithm is examined with the illustration. By using the proposed approach,

    the project manager will be able to determine how much to crash each activity in order to minimize the total fuzzy cost of meeting any specified deadline for the project. This method can be served as an important tool for the project managers

    when they are handling various types of project networks in fuzzy environment.

  7. References

  1. Arikan, F., Gungor, Z., (2001), An application of fuzzy goal programming to a multi objective project network problem, Fuzzy Sets and Systems, Vol.119, pp.49-58.

  2. Bellman R.E. and L.A. Zadeh (1970), Decision- making in a fuzzy environment, Management Science, Vol. 17, pp. B141B164.

  3. Chen S.H., and Hsieh C.H., (1999), Graded mean integration representation of generalized fuzzy numbers, Journal of Chinese Fuzzy systems, Vol. 5, pp.1-7.

  4. Feng, C.W.,L.Liu and S.A.Burns (2000), Stochastic construction time-cost trade-off analysis, Journal Comput. Civil Engg., Vol.14, pp.117-126.

  5. Ghazanfari, M., Yousefli, A., Jabal Ameli, M.S.,

    1. Bozorgi-Amiri (2009), A new approach to solve time-cost trade-off problem with fuzzy decision variables, Int J Manuf Tech, Vol.42, pp.408-414.

  6. Hua Ke, Weimin Ma, Junjie Ma (2012) , Solving project scheduling problem with the philosophy of fuzzy random programming, Fuzzy Optim Decis Making,Vol.11, pp.269-284.

  7. JIN Chaoguang, LIN Yan, JI Zhuoshang (2003), Study on the fuzzy optimization based on genetic

    algorithm, System Engineering Theory and Practice, Vol.4, pp.106-110.

  8. JIN Chao-guang, JI Zhuo-shang, LIN Yan Zhao Yuan-min, Zhen-dong (2005), Research on the fully fuzzy time-cost trade-off based on genetic algorithms, Journal of Marine Science and Application, Vol.4, pp.18-23.

  9. Leu, S.S., Chen, A.T. and Yang, C.H., (1999), Fuzzy optimal model for resource-constrained construction scheduling, J Comput Civ Eng., Vol.13, pp.207-216.

  10. Leu, S.S., Chen, A.T. and Yang, C.H., (2001), A GA based fuzzy optimal model for construction time cost trade off, International Journal of Project Management, Vol.19, pp.47-58.

  11. Shakeela Sathish and K.Ganesan (2012), Fully fuzzy time-cost trade-off in a project network- A new approach, Mathematical Theory and Modeling, Vol. 2, pp.53-65.

  12. Wang, K.H., Chi, J.H. and Wan, E.H., (1993), Decision making of project under fuzzy information, J Chin Inst Engineers, Vol.16, pp.33-41.

  13. Yang T (2007) Impact of budget uncertainty on project time-cost trade-off, Eng Manage, Vol.52, pp.167-174.

  14. Yousefli K A, Ghazanfari M, Shahanaghi K, Heydari M (2009), A new heuristic model for fully fuzzy project scheduling, JUS, World academic press, Vol.2, pp.73-78.

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