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    CHAPTER (1) INTRODUCTION

    CHAPTRE ONE

    INTRODUCTION

    1.1 IntroductionFluid power means using pressurized oil or air

    to accomplish work. Most hydraulic systems use

    petroleum oils, but often synthetic or water-base

    fluids are used where there is a lire hazard.

    Pneumatic systems use air to power actuators, but

    unlike hydraulic systems that return oil at low

    pressure to the reservoir, the air from pneumatic

    systems is exhausted to atmosphere after doing work.

    The oil in a hydraulic system exhibits the

    characteristics of a solid. This provides a rigidmedium to transfer power through the system.

    Conversely, air

    used in pneumatic systems is spongy, and additional

    controls must be provided if actuator speed and

    stiffness are to be regulated.

    A fluid power system accomplishes two main

    purposes. First, it provides substantial force to move

    actuators in locations some distance from the power

    source, where the two are connected by pipes, tubes,

    or hoses. For example, a hydraulic pump mounted to

    the engine in one area can be connected to hydraulic

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    CHAPTER (1) INTRODUCTION

    motors or cylinders located 100 feet or more away.

    This is a decided advantage over systems using

    gears, shafts, and chains, particularly as the location

    of output actuators becomes less accessible. Second,

    fluid power systems accomplish highly accurate and

    precise movement of the actuator with relative ease.

    This is particularly important in such applications as

    the machine tool industry where tolerances are often

    specified to one ten thousandth of an inch and must

    be repeated during several million cycles.

    1.2 Historical PerspectiveThe modem era in fluid power began around the

    turn of the century. Hydraulic applications weremade in the main armament system of the USS

    Virginia as early as 1906, where a variable speed

    hydrostatic transmission was installed to drive the

    main guns. Since that time, the marine industry has

    applied fluid power to cargo handling and winch

    systems, controllable-pitch propellers, submarine

    control systems, shipboard aircraft elevators, aircraft

    and missile launch systems, and radar-sonar drives.

    Fig.1-1 illustrates a combination cargo-passenger

    ship. A modern application of hydraulics to marine

    vessels is the hydraulically powered propeller drive

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    CHAPTER (1) INTRODUCTION

    shown, which is used as a lateral thruster for close

    quarter maneuvers for large ships, or the main drive

    for smaller vessels.

    1.3 CapabilitiesHydraulics and pneumatics have almost unlimited

    applications in the production of goods and services in nearly

    all sectors of the economy. Several industries are dependent

    upon the capabilities that fluid power affords. Among these

    are agriculture, aerospace and aviation, construction,

    defense, manufacturing and machine tool, marine, material

    handling, mining, transportation, undersea technology, and

    public utilities, including communications transmission

    systems.

    (a)

    (b)

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    CHAPTER (1) INTRODUCTION

    Figure1-1 (a) cargo-passenger ship;

    (b)Hydraulically powered propeller (courtesy of

    Rexroth).

    The world's need for food and fiber production has

    caused unprecedented leadership in agriculture equipment

    development, and particularly in applying hydraulics to solve

    a variety of problems. Fig.1-2 illustrates a modern wheeldrive tractor that features extensive use of fluid power. In a

    typical tractor application, a 25 to 30 gal/min eight-cylinder

    variable volume radial piston pump supplies fluid to a closed-

    center load-sensitive circuit. The pump unloads to a

    minimum standby pressure to reduce power consumption

    when demand is low. Hydraulics power the rear and front

    main drive and power take-off (pto) clutches, wet disc brakes,

    remote valves, implement hitch, draft sensing, power shift

    transmission, differential lock, and hydrostatic steering. A

    pressurized reservoir is used to supplement the How from the

    charge pump during maximum demand from large bore

    cylinders.

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    CHAPTER (1) INTRODUCTION

    Figure 1-2 modern wheel tractor (courtesy of John

    Deere Company).

    Figure 1-3 Self-leveling combine (courtesy of John

    Deere Company).

    Other applications to agriculture include combines,

    forage harvesters, back-hoes, chemical sprayers, and

    fertilizer spreaders. Fig.1.3. illustrates a self-leveling

    combine harvesting grain on a hillside. Notice the

    hydraulic cylinder on the lower side extending the

    suspension to keep the operator station level while the

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    CHAPTER (1) INTRODUCTION

    combine head follows the contour of the ground to

    harvest the crop.

    Combines and other equipment make extensive use

    of hydraulic wheel motors to assist in marginal tractive

    conditions. Wheel motors consist of a hydraulic motor

    mounted integrally with a wheel and tire assembly.

    Braking is usually designed into the system. All that is

    required to make the wheel motor functional is mounting

    to the suspension and connection to hydraulic lines that

    lead back to the main power control valve. Auxiliary

    power drive wheel motors have several advantages to the

    agricultural industry. For example, they can be used to

    maintain and improve the turning ability of regular row

    crop tractors, allow for a high design that maintainsunder-axle crop clearances, assist in adjusting front axle

    width, and provide on-the-go engagement and

    disengagement in forward as well as reverse.

    Fig.1-4 illustrates applications of hydraulic power

    to the aviation and aerospace industries. Hydraulic pumps

    running off the main engines and electric motors power

    cylinders to operate the landing gear, flaps, rudder,

    control surfaces, payload bay doors, and complex

    mechanical arm.

    Another sector of our economy that has benefited

    from the brute power of hydraulics and pneumatics is the

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    CHAPTER (1) INTRODUCTION

    construction industry. Crawler tractors, road graders,

    bucket loaders, trenchers, backhoes, hydraulic shovels,

    and pan scrapers are just a few of the many applications.

    Fig.1-5 shows a large off-the-road truck with many

    hydraulic and pneumatic components, including

    telescoping dump cylinders, steering cylinders, and

    brakes being loaded by a hydraulic power shovel. Notice

    the-six large hydraulic cylinders that operate the boom

    and clamshell bucket.

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    CHAPTER (1) INTRODUCTION

    Figure 1-4 Aerospace and aviation applications of fluid

    power (courtesy of Fluid Power Educational Foundation).

    The manufacturing and machine tool industry is

    dependent on hydraulic power to provide the force and

    close tolerance necessary in controlling production.

    Fig.1-6 illustrates large press for manufacturing thick-

    walled pipe used to transport

    crude oil, gas, and even water. Thick-walled pipe is

    usually produced in limited quantities because of the

    force limits of roll bending. The cutaway drawing shows

    how hydraulic cylinders are used to control manipulator

    feed tables that position sheet stock in the press while the

    blade inset forms each half of the pipe radius with up to

    100 individual bends. This machine has the capacity to

    form pipes 40 ft long with an inside diameter to 5 ft and

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    CHAPTER (1) INTRODUCTION

    wall thickness of 2.5 in. A pipe this size weighs as much

    as 25 tons.

    Figure 1-5 Off-road truck and loader (courtesy of

    Aeroquip).

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    CHAPTER (1) INTRODUCTION

    Figre1-6 Functional principle of pipe bending

    press.

    1.4 The Use of UnitsEnglish and SI metric units are used throughout this

    book. The basic units used from the English system are

    length, force, and time. Derived units include area,

    pressure, velocity, volume, and flow rate.

    The units of length are the foot and inch (ft, in). The

    units of force are the pound and ounce (lbf, oz). The same

    units are used for weight. The units for time are the

    minute and second (min, sec). Derived units are made up

    of basic units. Area is derived in square feet and square

    inches (ft2, in.

    2), pressure is in pounds per square inch

    (lbf/in.2

    ), velocity is in feet per minute or feet per second(ft/min, ft/sec), and volume is in cubic feet or cubic

    inches (ft3, in.

    1). One gallon equals 231 in

    3.

    The units for distance in the SI metric system most

    often used are the meter and centimeter (m, cm). The unit

    of force is the Newton (N), and the unit of time is the

    second (sec). Area is derived in square meters and square

    centimeters (m2,cm

    2). The unit of pressure is derived in

    Pascal in honor of the French physicist. A Pascal equals

    one "Newton per square meter (Pa,N/m2). This is

    somewhat confusing because the Newton also is Isaac

    Newton. Because the Pascal is small, the kilo Pascal

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    CHAPTER (1) INTRODUCTION

    (kPa), which is 1000 Pascal, and mega Pascal (MPa),

    which is one million Pascal, are used often in hydraulics.

    Velocity in the SI metric system is derived in meters per second

    (m/s). Volume is derived in cubic meters or cubic centimeters

    (m3,cm

    3).

    Flow rate is a derived unit, but it is not the same in

    hydraulics as in pneumatics. In hydraulics, flow rate in a

    liquid measure. In the English system the units are

    gallons per minute (gal/min), and in SI metrics liters per

    minute (l/min). In pneumatics, flow is a volumetric

    measure: cubic feet per minute or cubic feet per second,

    in the English system (ft3/min, ft3/sec), and cubic meters

    per minute or cubic meters per second (m3/min,m

    3/sec)

    in the SI metric system .In most cases the units should be included with the

    numbers when calculations are made. This is because

    without the units, the answer would be incomplete .And

    unless the units are included with each number in the

    calculation; there would be no easy way to check

    through the problem to see if errors have been made. The

    use of units also is important when conversions are made

    from one system to another, from liquid to volumetric

    measures, or from larger to smaller units. Conversation

    factors for derived units are difficult to remember so if

    one can work through the conversion with the units

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    CHAPTER (1) INTRODUCTION

    themselves, it usually is easy to find the conversion

    between base unit like inches, centimeters, pounds, and

    Newtons.

    1.5 Dimensional Calculation

    When analyzing hydraulics or other mechanical

    system involving dimensions such as length, area, volume,

    and time, it is good practice to apply dimensional analysis to

    their solutions. This technique assures the proper use of

    conversion factors and virtually eliminates the need to

    memorize formulas. With all dimensions properly arranged in

    the statement of a problem, the solution consists merely of

    performing the indicated operations of the numbers and

    combining exponents of like bases. This method allowscancellation of all dimensions not needed, while keeping

    those called for in the answer.

    Although formulas are not needed in the solution of

    dimensional problems, they are generally shown in this text

    in order to ease your transition from formula to dimensional

    calculations. But, by all means, do not continue to use a

    memorized formula as a crutch. It is hoped that before you

    finish this book you can leave your 'little black book" of for-

    mulas at home.

    Example (1):

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    CHAPTER (1) INTRODUCTION

    How far will a (3-in. ) piston move if it receives (30 in . ) of

    fluid?

    2 3

    Solution:

    Let's examine the problem. The answer we need is the

    distance traveled (in.).

    We are given the volume of oil supplied to the cylinder

    (in .) and the area of the cylinder (in .). By dividing in. by

    in. we get in. /in. = in. = in . = in.

    3 2 3

    2 3 2 3-2 1

    The formula for distance traveled is:

    PistonAreaVolumestrokeceDis

    1)(tan =

    2

    2

    .3

    1.30

    inin =

    .10.3

    30 23 inin ==

    Note: The formula for distance could have been statedas:

    Area

    VolumestrokeceDis =)(tan

    While dividing volume by area will in fact give usdistance, it is better generally to keep everything in

    the multiplying mode. That is, multiply by (1/area)

    instead of dividing by area.

    First, combine exponents of like bases in. /in. =

    in. = in. =

    3 2

    3-2 1

    in. Since the answer has the proper

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    CHAPTER (1) INTRODUCTION

    dimension you will know that you have the

    dimensions properly placed. Next, perform the

    indicated operations of the numbers (30/3 = 10). The

    total answer is the combination of the two answers,

    or 10 in.

    A general shortcut used for combining like bases

    is to apply strikethroughs to show divisions or

    cancellations of exponents from bottom to top or top

    to bottom of the fraction. For example:

    .10.3

    .30tan2

    3 inin

    inceDis ==1

    This is read "Inches cubed divided by inches

    squared equals inches; and 30 divided by 3 equals

    ten."To use the distance formula, without the

    dimensions, is to apply the "rote method," which

    generally leads to trouble and errors. There is no way

    that in. and in. can be combined to provide in. other

    than to divide in. by in. .

    3 2

    3 2If the dimensions had been

    arranged differently in the solution, say, in. /in. , the

    answer would have been in. = in. . Then we

    would have realized immediately that the dimensions

    have to be rearranged in order to obtain the proper

    answer.

    2 3

    2-3 -1

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    CHAPTER (1) INTRODUCTION

    With the use of dimensional calculations you are

    constantly checking your answer as you cancel

    unwanted dimensions. You are learning from the

    procedure instead of blindly applying a memorized

    formula.

    1.6 Review of Dimensions

    Fig.1-7 provides a review of some common

    dimensions.

    Figure1-7 Dimensions

    Table (1-1) Common conversion fractions using U.S. units.

    U.S. Units Conversion Fractions Descriptions

    Displacement128.6

    =rad

    rev

    rev=revolution

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    CHAPTER (1) INTRODUCTION

    (revolution and

    radians)

    Rev=6.28 rad

    128.6

    =rev

    rad

    sec/1046.0sec60

    min28.6

    minrad

    rev

    radrev=

    1sec/1046.0

    min/

    =rad

    rev

    1min/

    sec/1046.0=

    rev

    rad

    rad = radian

    sec =seconds

    min = minutes

    Flow

    gal/min = 231

    in. /min3

    1min//1

    min/.2313

    =gal

    in

    1min/.231

    min/13

    =in

    gal

    in. /min =

    cubic inches

    per minute

    3

    gal/min=

    gallons per

    minute

    Length

    (feet and

    inches)

    12 in.=1 ft

    11/.12 =ftin

    1.12/1 =inft

    in. = inches

    ft = feet

    Power

    (horsepower

    and kilowatts)

    hp = 0.746 kW

    1746.0

    =kW

    hp

    1746.0

    =hp

    kW

    kW = kilowattshp=horsepower

    Pressure[lb/in. and in.

    of mercury (in.

    Hg)] 29.92 in.

    Hs. = 14.7

    lb/in.

    2

    2

    1.92.29

    ./7.14 2

    =Hgin

    inlb

    1./7.14

    .92.292=

    inlb

    Hgin

    lb = pounds

    in.=inches

    Hg = mercury

    Time 11min60

    =h h = hourssec = seconds

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    CHAPTER (1) INTRODUCTION

    (hours,

    minutes, and

    seconds)

    60 min = 1 h

    1min60

    1=

    h

    1min1

    sec=

    60

    1sec60

    min1 =

    min = minute

    Volume

    (in. and

    gallons)

    3

    231 in. = 1 gal3

    11

    .231 3=

    gal

    in

    1.231

    13=

    in

    gal

    in.3 = cubic

    inches

    gal = gallons

    1.7 CONVERSION FRACTIONS

    When the value of the numerator (top) of a

    fraction is equal to the value of its denominator(bottom), the absolute value of the fraction is one,

    and because multiplying by l does not change the

    absolute value of an expression, dimensions can be

    converted at will with the use of the conversion

    fractions given in Tables 1-1, 1-2, and 1-3.

    respectively, show prefixes for forming SI units arid

    some handy formulas.

    Table 1-2 Common conversion fractions using SI

    units.

    SI Units Conversion

    Fractions

    Descriptions

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    CHAPTER (1) INTRODUCTION

    Pressure

    (Pascals,

    kilopascals,&bars*)

    Pa =N/m2

    1000 Pa=kPa

    1 bar=100kPa

    Pa/(N/m )=12

    (N/m )/Pa=12

    1000 Pa/kPa=1

    kPa/1000Pa=1

    bar/100 kPa=1

    100 kPa/bar=1

    Pa = Pascal

    N = Newton

    (force)

    m 2 = square

    meters

    kPa = kilopascal

    bar=approximately

    1 atmosphere

    Area

    ( m , dm , cm ,

    mm )

    2 2 2

    2

    One square meter

    equals 100 square

    decimeters:

    m /100 dm =12 2

    100 dm /m =12 2

    m /10000 cm =12 2

    10000 cm /m =12 2

    m /1000000

    mm =1

    2

    2

    1000000 mm /m

    =1

    2 2

    dm2 = square

    decimeter

    cm2 = square

    centimeter

    mm2= square

    millimeter

    Volume

    (Liter, kiloliter, m3and cm3)

    m3 = 1000L

    liter=1000 cm3

    m /1000L=13

    1000L/ m =13

    L/1000 cm =13

    1000 cm3/L=1

    m = cubic meter3

    L = liter

    1000 L = kiloliter

    Cm = cubic

    centimeter

    3

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    CHAPTER (1) INTRODUCTION

    * One bar is approximately the average atmospheric pressure

    at the earth's surface (or 14.5 lb/in. )2

    Table 1-3 Common conversion fractions using both U.S.

    and SI units (converting from one system to the other).

    Units Conversion Fractions Descriptions

    Flow

    (gal/min and

    L/min)

    1 gal/min =

    3.7854 L/min

    1min/7854.3

    min/ =gal

    1min/

    min/7854.3=

    gal

    L

    gal/min =

    gallons per

    minute

    L/min =

    liters per

    minute

    Force orWeight

    (pounds,

    newtons, and

    kilograms)

    1 lb* ==

    4.44822 N

    144822.4

    =N

    lb

    144822.4

    =lb

    N

    lb = pound

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    CHAPTER (1) INTRODUCTION

    1 kilogram(weight or

    force) =

    9.806654453

    newtons

    (weight or

    force)

    kgf= 9.8066 N

    1 kilogram

    (force)# = 2.2

    lb

    18066.9

    =N

    kg f

    18066.9

    =fkg

    N

    12.2

    =lb

    kgf

    12.2

    =fkg

    lb

    kg =

    kilogram

    mass or

    kilogram

    weight

    Length

    (meters and

    inches)

    1 m = 39.37 in.

    1/.37.39 =min

    1.37.39/1 =inm

    in. = inches

    m = meter

    Pressure

    (kPa, and bar

    versus lb/in.2)

    6.895kPa= 1

    lb/in.2

    1 bar = 14.5

    lb/in.2

    1./

    895.62

    =inlb

    kPa

    1895.6

    ./ 2=

    kPa

    inlb

    1./5.142=

    inlb

    bar

    1./5.14 2

    =bar

    inlb

    kPa =

    kilopascals

    lb/in. =

    pounds persquare inch

    2

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    CHAPTER (1) INTRODUCTION

    Square

    Measures

    (m2and in.

    2)

    1 m2

    = 1550

    in.2

    1.1550

    2

    2

    =m

    in

    1.1550

    12

    2

    =in

    m

    in. = square

    inch

    2

    m = square

    meter

    2

    Torque

    (lb-in.) =

    0.112979 N-m

    Volume

    (L and gal)

    3.7854 L = gal

    Volume

    (m3 and in.3)

    1 m3

    = 61,024

    in.3

    17854.3

    =L

    gal

    17854.3

    =gal

    L

    1.024.613

    3=

    m

    in

    1.024.61

    13

    3

    =in

    m

    L = liter

    gal =

    gallons

    in. = cubic

    inches

    3

    m = cubic

    meter

    3

    Weight(see Force above)

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    CHAPTER (1) INTRODUCTION

    * some expert use lbf here to be consistent with kgf versus

    Newton. This is not necessary, however, because "lb" always

    means force or weight (never mass).

    # The term kgf is used here to indicate that we are using

    kilograms of weight or force and not of mass.

    1.8 How Fluid Power Works

    Fluid power works in accordance with laws

    governing behavior of the fluid itself. The two most

    common fluids used are air in pneumatic systems and

    oil in hydraulic systems. The beginning of an

    understanding about how fluid power works is

    attributed to Blas Pascal (1650), who discovered

    that pressure exerted by a confined fluid acts

    undiminished the same in all directions at right

    angles to the inside wall of the container. This isknown as Pascal's Law and is often thought of as the

    foundation of the discipline. The law can be extended

    to include transmission and multiplication of force,

    as shown in Fig.1-8.

    Fluid power works by applying a force against a

    movable area. In a typical fluid power system, a fluid

    power pump or compressor delivers fluid through the

    control valve to a system actuator, such as a cylinder,

    through lines at high pressure. Unused fluid in

    hydraulic systems is returned to a reservoir at low

    pressure for cooling, storage, and later use. Air used

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    CHAPTER (1) INTRODUCTION

    to power pneumatic actuators is not returned to the

    receiver. Instead it is exhausted to atmosphere.

    Fig.1-9illustrates a simulated hydraulic system used

    for lowering and raising the nose wheel of an aircraft

    landing gear. Movement of the control valve to lower

    the wheel causes fluid to be delivered at high

    pressure from the pump to the blank end of the

    cylinder. To raise the wheel, the control valve directs

    fluid to the rod end of the cylinder. In both cases

    fluid power works by applying a force against the

    area of one side of the movable piston in the cylinder

    or the other.

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    CHAPTER (1) INTRODUCTION

    Figure 1-8 Transmission and multiplication of fluid

    power force.

    Figure1-9 How fluid power works.

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    CHAPTER (1) INTRODUCTION

    Examining the definition and example closer

    Force = Pressure Area

    All we need to remember is that units of force,

    pressure, and area must be consistent. This means that in

    the English system of measurement weight or force is in

    pounds (lbf), area is in square inches (in. ), and pressure

    is in lbf/in. . In SI units, force is in Newtons

    2

    2(N), area is

    in square meters (m ), and pressure is in N/m , which is

    given the name Pascals (Pa) alter the famous French

    physicist. Because the Pa is a small unit, gauges usually

    read pressure in kPa, where:

    2 2

    1KPa = 1000 N/m2

    Following are derivations for the most commonly used

    conversions.

    1 lb=4.448 N

    and

    1N=0.2248lbf

    1 in=0.254 m

    and

    1 m= 39.37 in

    Converting units of pressure

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    CHAPTER (1) INTRODUCTION

    1 lbf/in. 4.448 222 N/lbf 1550 in /m =6895

    N/m =6.895 kpa

    2 2 2

    2

    or

    1 lbf/in. = 6.895 kPa2

    2222 /000145.0448222.4/11550/1/1 inlbfNlbfinmmN =

    and

    1 kPa = 0.145 lbf/in2

    Table (1-4) gives constants for conversions among

    various units used for pressure around the world. Only thelbf/in. and Pa will be used here. The Pa is the recognized

    international unit of pressure, but the kgf/cm and bar are still

    used in some countries.

    2

    2

    When applying fluid power to a system, the force

    required at the output is used to determine the pressure of the

    system and the cross section area of the cylinder. System

    pressures are also determined from the strength of

    components, cost factors, and safely precautions. When the

    system pressure is known and the force that the system must

    apply is specified, the area of the cylinder then can be

    computed by solving the formula for this value.

    essure

    ForceArea

    Pr=

    Table (1-4) units of pressure and conversion Factors

    Convert

    to

    lb /in.f2

    kPa kg /cmf2

    bar

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    CHAPTER (1) INTRODUCTION

    Convert

    from

    lb /in.f2

    1 6.895 0.07 0.069kPa 0.1 45 1 0.0101 0.010

    kg /cmf2

    14.22 98.07 1 0.98

    bars 14.5 100 1.02 1

    Pascal (Pa) = 1 N/m2

    Conversions are made by multiplying the units in the

    left margin by the conversion factors in the boxes to arrive at

    the units across the top. Example: .kPainlbf 6895895.6./10002 =

    Example 2Pressure = 1500 lbf/in

    2

    Area = (0.7854)(4 in. ) = 12.57 in.2 2

    Force = AP = (1500 lbf/in )( 12.57 in ) = 18,855lbf

    2 2

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    CHAPTER (1) INTRODUCTION

    Figure1-10 Force, pressure, and area relationships.

    To simplify calculations using this formula, the desired

    value can be determined using Fig. 1-10. Bycovering the desired value, the relationship between the other

    two is given in the proper order. That is, force equals

    pressure times area, pressure equals force divided by area,

    and area equals force divided by pressure. Look at

    the example that follows the figure, which asks for the

    solution of the force that would, be applied to the cylinder

    rod if the cylinder has a bore of 4 in. and the pressure in the

    cylinder is 1500 lbf/in.2. In hydraulic and pneumatic

    applications, bore is the same as the inside diameter of the

    cylinder. Many helpful devices such as this have been

    developed to assist the fluid power mechanic and technician

    to make calculations.

    1.9 Head PressureThe first pressure of which we should be aware,

    even before the pump is started, is the pressure caused by

    the weight of the fluid in the system, or the fluid density

    [weight per unit volume (lb/in. )] and height of the fluid

    (ft) above the test point. In this book we call this the

    3

    head pressure.

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    CHAPTER (1) INTRODUCTION

    Fig.1-11 shows three separate containers of fluids

    depicting the effects of fluid height, volume, and

    container shape on head pressure.

    1.9.1 Effect of Fluid Height on Head Pressure

    Fig.1-11a shows a square container with 1 ft of oil

    (1 ft by 1 ft by 1 ft). The weight of the oil is

    approximately 58 lb. Since the area of the tank bottom is

    (12 in.12 in. = 144 in. ), the weight of the oil above

    each square inch of the tank bottom is ( 58 lb/144 = 0.4

    lb). Therefore, the head pressure is (58 lb/144 in = 0.4

    lb/in . If the oil level were reduced to a height of (6 in.),

    the weight of the oil would now be (29 lb) and the head

    pressure would be (29 lb/144 in = 0.2 lb/in .)

    3

    2

    2

    2)

    2 2So, the

    head pressure is halved as the height of the fluid is

    halved.

    Filled with oil to a level of (6 in.) into the tube. The

    weight of the oil in the tank is (29 lb) and the oil inside the

    tube weighs (0.2 lb.)

    The head pressure at the bottom of the tube is (0.2

    lb/in.2). The pressure difference from the top of the tank to

    the bottom (sometimes called psid) is (29 lb/144 in2

    = 0.2

    lb/in.). The head pressure at the bottom of the tube acts on the

    entire area of the fluid at the top of the tank. So, the pressure

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    CHAPTER (1) INTRODUCTION

    at the bottom of the tank is the sum of the pressure difference

    of the tank plus the pressure at the top of the tank or

    0.2 lb/in2

    + 0.2 lb/in2

    = 0.4 lb/in2

    This is the same head pressure that we saw at the

    bottom of the tanks of both Figures 1-11a and 1-11b.So, the

    head pressure is proportional to the height of the fluid

    regardless of the shape of the container.

    1.9.2 Significant Head Pressure

    Head pressures are always present in hydraulic systems,

    but frequently they can be ignored as insignificant when

    dealing with higher system pressures. There are three cases,

    however, for which head pressures are quite significant: (1)

    where the other pressures involved are very low, such as at

    the inlet of a pump; (2) where the height of the fluid is great,

    such as from the bottom of the ocean; or (3) where the area

    affected by the head pressure is very large.

    1.9.3 Destructive Head Pressure

    Fig.1-12 shows a drawing depicting a home basement

    with a standpipe screwed into the floor drain. This procedure

    has been tried by home owners in the mistaken belief that it

    would be a good method of keeping the basement dry should

    the water in the storm sewer try to back up into the basement.

    With weeping tile installed under the basement floor for

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    CHAPTER (1) INTRODUCTION

    normal drainage, the underside of the floor will be exposed to

    the backup water, and will be acted on by the head pressure

    created by the standpipe.

    Assume 3 ft of water in the standpipe (measured from

    the bottom of the floor). For this example, let's assume that

    the head pressure of water is the same as that of oil:

    The head pressure at the bottom of the pipe would be :

    In other words, with 0.4 lb/in.2

    of pressure per foot of water,

    the pressure for 3 ft would be 3 x 0.4 lb/in.2= 1.2 lb/in.

    2

    22

    ./2.1/4.0

    3 inlbft

    inlbft =

    Note: Observe that the unit of measure ' ft" has a

    strikethrough at each location. This means that the "ft" on the

    top of the fraction cancels the "ft" on the bottom.

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    CHAPTER (1) INTRODUCTION

    Figure1-12 Basement standpipe.

    One might think that 1.2 lb/in.2

    is insufficient pressure

    with which to be concerned. But consider the force pushing

    upward from the bottom of the floor. The area of the base-

    ment floor is:

    2400.8612

    3012

    20 inft

    inft

    ft

    inft =

    The force pushing the floor upward would be

    lbinin

    lb680.103400.86

    2.1 22

    =

    or

    tonsooolb

    tonlb 85.51

    2680.103 =

    This force could break the basement floor.

    Note:

    ft

    in12and

    lb

    ton

    2000are conversion fractions. The

    numerator (on top) is equal to the denominator (on the

    bottom), which gives the fraction an absolute value of one.

    Multiplying by these fractions changes the dimensions but

    not the absolute value of an equation.

    Of course, the basement would have been flooded had

    the standpipe not been screwed into the drain. Flooding the

    basement would have saved the floor, however, because the

    weight of the floodwater in the basement would have pushed

    down on the floor with the same magnitude at which the head

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    CHAPTER (1) INTRODUCTION

    pressure force was pushing upward, thus preventing damage

    to the floor.

    1.9.4 Use of Head Pressure for Level Control

    NASA's Crawler transporter was designed to move a

    missile and its launch tower from the assembly building to

    the launch site on Merrit Island. This giant structure is

    maintained perpendicular during travel by a leveling device,

    which senses the difference of fluid head pressure at the fourcorners of the Crawler compared to the tank "bubble" located

    at the center of the Crawler.

    1.10 PASCAL'S LAW

    Fig.1-13a shows a jug of wine filled to a height of 1 ft.

    As usual, the head pressure graduates down the height of the

    fluid to 0.2 lb/in. at 6 in. and 0.4 lb/in. at the bottom of the

    jug. The area of the jug bottom is 50 in. , and the force of the

    bottom caused by the head p

    2 2

    2

    ressure is .

    Note that "in

    lbininlb 20.50./4.0 22 =

    2" has been canceled, in both places, by

    strikethroughs. The jug will have been designed to carry this

    weight with, perhaps, a 100% safety margin.

    Fig.1-13b shows the same jug with a 1 in.2

    cork inserted

    so that it touches the wine (no air pocket). The calculations

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    CHAPTER (1) INTRODUCTION

    show what happens if the cork is pushed downward with a

    force of 10 lb.

    Pascal's law states (in effect): Pressure applied to a

    confined fluid is transmitted in all directions, and

    acts with equal force on equal areas, and at right

    angles to them. This law, as illustrated at the beginning of

    this chapter, allows the applied force to be conducted around

    corners and through irregular passages to the desired

    destination.

    The 10 lb of force per the 1 in.2

    cork is transmitted to

    each and every 1 in.2

    of the jug. So every square inch will see

    an additional 10 lb of force added to the head pressure force

    already there. Now the bottom of the jug will see an

    additional force of

    lbinin

    500.50 22

    =lb10

    or a total of 520 lb, counting the head pressure. This force,

    which exceeds the safety margins of most jugs, could

    break the jug.

    Note: The head pressure is generally left out of thistype of calculation because the 20 lb of head force issmall compared to the applied force transmitted fromthe cork to the bottom of the jug.

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    CHAPTER (1) INTRODUCTION

    Figure1-13 (a) Vine jug head pressure; (b) Vine

    jug head pressure with Jed force.

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    CHAPTER (1) INTRODUCTION

    Study Questions and Problems

    1-List ten hydraulic applications and ten pneumaticapplications.

    2-List the components on one hydraulic application andgive their specifications.

    3-Compute the area and volume for a cylinder with a 2-in.bore and a 12-in. stroke.

    4- Compute the bore of a cylinder which must exert10,000lbf with a pressure limitation of 1200 lbf/in .

    2

    5-Compute the force available from a hydraulic cylinderwith a bore of 75 mm under a pressure of 10 MPa.

    6- What bore would be necessary on a cylinder operating

    at 15 MPa to exert a force of 65 kN?

    7- How much fluid is needed to stroke a cylinder with a

    100 mm bore and 0.50 in stroke?

    8- If a hydraulic cylinder has a rod diameter half the size

    of the bore, what will be the difference in force available if

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    CHAPTER (1) INTRODUCTION

    the pressure applied alternately to each end remains

    constant? (Clue: Try two convenient values such as 4 in.

    for the piston and 2 in. for the rod diameter.)

    9- A house weighing 30 tons is to be lifted by 4

    hydrnulic_ram jacks. If the maximum lift pressure

    available from the pump is 5000) lbf/in , what is the

    theoretical diameter of the ram?

    2

    10- Two independent hydraulic jacks, A and B, lift a

    10.000 lbf steel beam from opposite ends. If Jack A has a

    bore of 4 in. and Jack B has a bore of 3 in), what would be

    the theoretical pressure in each jack when the beam is in

    the raised position?

    11- How is a cylinder actuator engineered to provide the

    same force extending and retracting?

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    CHAPTER (1) INTRODUCTION