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    MODELING AND ANALYSIS OF

    MANUFACTURING SYSTEMS 

    Session 13

    MATERIAL HANDLING

    SYSTEMS

     E. Gutierrez-MiraveteSpring !!"

     

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    MATERIAL HANDLING

    SYSTEM TAS#S• DISTRI$UTE %ITAL MATERIALS TO

    THE &LANT'S CELLS

    • IM&LEMENT FLO( &ATHS &LANNED

    IN THE FACILITY LAYOUT

    • CONTROL THE FLO( OF &ARTS)

    TOOLS AND (ASTES (ITHIN AND$ET(EEN DE&ARTMENTS

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    MHS DESIGN GOALS

    • TO CONTRI$UTE TO THE

    EFFECTI%ENESS AND

    EFFICIENCY OF THE &LANT

    • USUALLY) LESS IS $ETTER 

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    MHS FEATURES

    • CORRECT &RODUCT *(HAT+

    • LOCATION *(HERE+

    • TIMING *(HEN+

    • METHOD *(HO , HO(+

    •CONDITION *HO(+

    • ORIENTATION *HO(+

    • UANTITY *HO( MUCH+

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    UESTIONS

    • (HAT IS &OINT OF USE STORAGE

    • (HAT IS A UNIT LOAD

    • (HY IS NOT AL(AYS TRUE THAT

    LESS IS $ETTER

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    MHS EUI&MENT TY&ES

    • CON%EYORS *Fig. /.0+

    • CRANES AND HOISTS

    • AUTOMATED STORAGE1RETRIE%AL

    SYSTEMS *AS1RS+ *F/.2+

    • INDUSTRIAL TRUC#S

    • AUTOMATED GUIDED %EHICLES

    *AG%+

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    MHS OTHER COM&ONENTS

    • CONTAINERS

    • RO$OTS

    • $AR CODES

    • RADIO FREUENCY SYSTEMS

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    MHS &RINCI&LES

    ".- ORIENTATION

    .- &LANNING

    0.- SYSTEMS

    2.- UNIT LOAD

    3.- S&ACE USE

    4.- STANDARDI5E6.- ERGONOMIC

    7.- ENERGY

    /.-ECOLOGY

    "!.- MECHANI5E

    "".- FLE8I$ILITY

    ".- SIM&LIFY

    "0.-GRA%ITY

    "2.- SAFETY"3.- COM&UTERI5E

    "4.- SYSTEM FLO(

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    MHS &RINCI&LES

    "6.- LAYOUT

    "7.- COST

    "/.- MAINTENANCE!.- O$SOLESCENCE

     

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    EUI&MENT SELECTION

    • NUM$ER OF EUI&MENT TY&ES

    A%AILA$LE *M+

    •NUM$ER OF &RODUCT MO%ES&LANNED *N+

    • EUI&MENT i MA#ES MO%E 9

    • ASSUME THAT THE FREUENCYAND DISTANCE FOR EACH MO%E

    ARE ALREADY #NO(N

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    EUI&MENT SELECTION

    • %ARIA$LE COST &ER &ERIOD :i9

    • FI8ED COST &ER UNIT-&ERIOD Ci

    • TIME &ER MO%E ti9

    • A%AILA$LE TIME &ER UNIT-&ERIOD Ti

    • NUM$ER OF UNITS OF EUI&MENT i

    ACUIRED Yi

    • DECISION %ARIA$LES 8i9

    • See E;. /.") p. /6

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    DECISION MODEL

    • MINIMI5E *:

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    T(O #EY FEATURES OF

    MODERNS MHS

    • FLE8I$ILITY• MODULARITY

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    $UL# LOAD RECEI%AL

    • NUM$ER OF LOADS1ARRI%AL *+

    • LOAD ARRI%AL RATE *λ

    +

    • LOAD SER%ICING RATE *µ

    +• A%ERAGE NUM$ER OF LOADS

    (AITING TO $E SER%ICED *L+

    • A%ERAGE TIME $ET(EEN LOADARRI%AL AND SER%ICE

    COM&LETION *W +

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    $UL# LOAD RECEI%AL

    • (ITH A SINGLE SER%ER AND

    &OISSON ARRI%ALS) SYSTEM

    $EHA%ES AS AN M1M1"1inBUEUE

    • En. /.0• E;. /.3

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    CON%EYOR ANALYSIS 

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    CON%EYOR DESIGN GOAL

    • TO &RO%IDE THE DESIRED

    LE%ELS OF &ERFORMANCE IN

    THE INTENDED EN%IRONMENT

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    DECISION %ARIA$LES

    • S&EED

    LENGTH• CARRIER S&ACING

    • CARRIER CA&ACITY

    • NUM$ER OF LOAD AND

    UNLOAD STATIONS

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    CLOSED LOO&

    CON%EYORS• RE%OL%E AT CONSTANT S&EED

    ALONG A FI8ED &ATH (ITH

    &ART CARRIERS EUALLY

    S&ACED ALONG THE

    CON%EYOR LENGTH

    • See Fig. /.3 E;. /.4

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    CLOSED LOO& CON%EYOR

    ANALYSIS• NUM$ER OF LOADING STATIONS *MC+

    • NUM$ER OF UNLOADING STATIONS

    *Mu+

    • NUM$ER OF (OR#STATIONS *MI+

    • CON%EYOR %ELOCITY *v+

    • NUM$ER OF CARRIERS *N+

    • NUM$ER OF &ARTS1CARRIER *:+

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    CON%EYOR

    LOAD1UNLOAD CA&ACITY• UNITS ARRI%E AT A SINGLE

    LOADING STATION (ITH

    FREUENCYλ

    DETERMINISTIC)

    • EACH CARRIER HOLDS ONE UNIT

    • CARRIERS ARE A DISTANCE >

    A&ART ON CON%EYOR 

    • UNLOADING FREUENCYµ

      IS

    ALSO DETERMINISTIC

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    UESTIONS

    • (HAT HA&&ENS IF UNITS ARRI%E

    FASTER THAN THEY CAN $E

    LOADED

    • (HAT HA&&ENS THE FIRST TIME A

    UNIT &ASSES AN IDLE UNLOAD

    STATION

    • (HAT HA&&ENS IF ALL UNLOADING

    STATIONS ARE $USY *$LOC#ING+

    • E;. /.4) p. 0!2

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    CRITERIA

    • FOR $LOC#ING

    J λ >1v K "

    • FOR SUCCESSFUL HANDLING OF

    CON%EYOR TRAFFIC THROUGH

    UNLOADING

    Mu µ K λ1J 

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    CARRIER CA&ACITY

    SETTING• ASSUME %OLUME AND TIMING OF

    LOAD1UNLOAD REUEST ARE

    #NO(N• AMOUNT OF MATERIAL LOADED

    ONTO THE 9-t CARRIER ON

    &ASSING STATION i *B i*9++• LOAD1UNLOAD &ERIOD *p+

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    CARRIER CA&ACITY

    • FOR CON%EYOR STA$ILITY O%ER

    THE CYCLE p NEED

    • LOADING UNLOADING

    Σi Σ 9 B i*9+ !

    •See Fig. /.4 E;. /.6

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    &ATH FLE8I$ILITY

    • CON%EYORS FI8ED &ATH

    • MANNED TRUC#S FLE8I$LE &ATH

    • AG%'S SEMI-FLE8I$LE &ATH

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    AUTOMATED GUIDED

    %EHICLES• USEFUL FOR THE SU&&ORT OF

    ASYNCHRONOUS ASSEM$LY

    • CAN &RO%IDE CONTROL IN

    ADDITION TO TRANS&ORT

    • CAN FUNCTION TO &IC# U& AND

    DRO& OFF LOADS ONLY

    • CAN FUNCTION AS MO$ILE &ART

    FI8TURES

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    UESTIONS

    • HO( ARE AG%S CONTROLLED

     – CENTRAL COM&UTER , LOCAL

    CONTROLLERS

    • HO( DO AG%'S NA%IGATE

     – INDUCTI%E GUIDE&ATHS

     – OTHER SYSTEMS

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    AG%S FOR &IC# U&1DRO&

    OFF EN%IRONMENT• DESIGN ISSUES

     – NUM$ER OF &IC# U& &OINTS *&+

     – NUM$ER OF DRO& OFF &OINTS *D+

     – &ATH CONNECTING & AND D

    • O&ERATIONAL ISSUES

     – NUM$ER OF %EHICLES IN SYSTEM

     – ROUTES THE %EHICLES TA#E

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    AG% SYSTEM DESIGN

    ISSUES• LOCATION OF & AND D

    • GUIDE &ATH AND FACILITY

    LAYOUT

    • DECISION &RO$LEM FIND SET OF

    ARCS CONNECTING & AND D THAT

    MINIMI5E LOADED TRA%EL

    • See Fig. /.6 Tae /.0

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    &ATH DESIGN RULES

    ".- TRA%EL SHOULD $E

    UNIDIRECTIONAL UNLESS TRAFFIC

    IS %ERY LIGHT *(HY+

    .- &IC#U& STATIONS SHOULD $E

    DO(NSTREAM OF DRO&-OFF

    STATIONS *(HY+

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    &ATH DESIGN RULES

    0.- FOR EACH &IC#U& &OINT ALONG A

    SEGMENT) TOTAL DRO&-OFFS FROM

    THE START OF THE SEGMENT TO

    THIS &IC#U& SHOULD $E AT LEAST

    AS LARGE AS TOTAL &IC#U&S TO

    THIS &OINT IN THE SEGMENT

    *(HY+

    2.- LOCATE & AND D ON LO( USAGE

    SEGMENTS *(HY+

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    &ATH DESIGN RULES

    3.- IF EM&TY %EHICLES ENTER AND

    STO& ON A SEGMENT TO &IC# U&)

    THEN NO %EHICLES SHOULDLEA%E THE SEGMENT EM&TY

    AFTER DRO&&ING A LOAD IN THE

    SEGMENT4.- $Y&ASSES AND SHORTCUTS MAY

    $E CONSIDERED

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    &ATH DESIGN

    • MATERIAL HANDLING &ATHS *See

    E; /.7+

    • TANDEM A&&ROACH *See Fig /.7+

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    %EHICLE REUIREMENTS

    • HO( MANY %EHICLES ARE NEEDED

    TO &ERFORM HANDLING

    • %EHICLE UTILI5ATION TIME – LOADED TRA%EL TIME

     – UNLOADED TRA%EL TIME

     – $LOC#ED TIME – LOAD TIME

     – UNLOAD TIME

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    %EHICLE REUIREMENTS

    • FINDING LOADING) UNLOADING

    AND LOADED TRA%EL %EHICLE

    TIME *See E;. /./+• HO( A$OUT EM&TY TRA%EL TIME

     – TRANS&ORTATION MODELING *E. /.6+

     – See E;. /."! *O+

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    %EHICLE REUIREMENTS

    • (HAT A$OUT $LOC#ING

     – DI%IDE &ATH INTO 5ONES

     – &RE%ENT T(O %EHICLES FROM

    $EING IN SAME 5ONE

     – See E;. /."" *O+

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    AG% O&ERATION

    • &IC#U& AND DELI%ERY DEMANDS

    MUST $E MET AT EACH & AND D

    • T(O CASES

     – STATIC SITUATION *CONSTANT

    DEMAND RATE FOR &IC#U& AND

    DELI%ERY+ – DYNAMIC SITUATION

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    STATIC FLO( O&ERATION

    • ROUTES SHOULD $E SELECTED SO

    THAT THEY RE&EAT

    CONTINUOUSLY SATISFYING THES&ECIFIED DEMANDS

    • (HAT IS A CYCLE *p. 0"7+

    • See E;. /."

    • See Tae /.3a T/.3) T/.4

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    DYNAMIC FLO(

    • &RIORITI5E &IC#U&S $ASED ON

     – FCFS (OR#STATION REUESTS

     – NUM$ER OF REMAINING S&ACESA%AILA$LE IN OUT&UT UEUE

    • CYCLES MAY $E USED *@O$ SHO&+

    • IM&LEMENT DEMAND DRI%ENMO%E &RIORITIES *@IT+

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    &ALLET SI5E AND

    LOADING