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Basic Ship Theory Vol.2
Tipologia: Notas de estudo
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Butterworth-Heinemann Linacre House, Jordan Hill, Oxford OX2 8DP 225 Wildwood Avenue, Woburn, MA 01801- Adivision of Reed Educational and Professional Publishing Ltd
Amember of the Reed Elsevier plc group
First published by Longman Group Limited 1968 Second edition 1976 (in two volumes) Third edition 1983 Fourth edition 1994 Fifth edition 2001
All rights reserved. No part of this publication may be reproduced in any material form (including photocopying or storing in any medium by electronic means and whether or not transiently or incidentally to some other use of this publication) without the written permission of the copyright holder except in accordance with the provisions of the Copyright, Designs and Patents Act 1988 or under the terms of a licence issued by the Copyright Licensing Agency Ltd, 90 Tottenham Court Road, London, England W1P 0LP. Applications for the copyright holder's written permission to reproduce any part of this publication should be addressed to the publishers
British LibraryCataloguing in Publication Data Rawson, K. J. (Kenneth John), 1926± Basic ship theory. ± 5th ed. Vol. 2, ch. 10±16: Ship dynamics and design K. J. Rawson, E. C. Tupper
Libraryof Congress Cataloguing in Publication Data Acatalogue copy of this book is available from the Library of Congress
ISBN 0 7506 5397 3
For information on all Butterworth-Heinemann publications visit our website at www.bh.com
Typeset in India by Integra Software Services Pvt Ltd, Pondicherry, India 605005; www.integra-india.com
Volume 1
Foreword to the ®fth edition
Acknowledgements
Introduction
Symbols and nomenclature
1 Art or science?
2 Some tools
3 Flotation and trim
4 Stability
5 Hazards and protection
6 The ship girder
7 Structural design and analysis
8 Launching and docking
9 The ship environment and human factors
Bibliography
Answers to problems
Index
Volume 2
Foreword to the ®fth edition xi
Acknowledgements xiii
Introduction xiv
References and the Internet xvii
Symbols and nomenclature xviii
General xviii Geometryof ship xix Propeller geometryxix Resistance and propulsion xix Seakeeping xx Manoeuvrabilityxxi Strength xxi Notes xxii
v
Over the last quarter of the last centurythere were manychanges in the
maritime scene. Ships maybe now much larger; their speeds are generally
higher; the crews have become drasticallyreduced; there are manydierent
types (including hovercraft, multi-hull designs and so on); much quicker and
more accurate assessments of stability, strength, manoeuvring, motions and
powering are possible using complex computer programs; on-board computer
systems help the operators; ferries carry many more vehicles and passengers;
and so the list goes on. However, the fundamental concepts of naval architec-
ture, which the authors set out when Basic Ship Theory was ®rst published,
remain as valid as ever.
As with manyother branches of engineering, quite rapid advances have been
made in ship design, production and operation. Manyadvances relate to the
eectiveness (in terms of money, manpower and time) with which older proced-
ures or methods can be accomplished. This is largelydue to the greater
eciencyand lower cost of modern computers and the proliferation of infor-
mation available. Other advances are related to our fundamental understand-
ing of naval architecture and the environment in which ships operate. These
tend to be associated with the more advanced aspects of the subject; more
complex programs for analysing structures, for example, which are not appro-
priate to a basic text book.
The naval architect is aected not onlybychanges in technologybut also by
changes in societyitself. Fashions change as do the concerns of the public, often
stimulated bythe press. Some tragic losses in the last few years of the twentieth
centurybrought increased public concern for the safetyof ships and those
sailing in them, both passengers and crew. It must be recognized, of course,
that increased safetyusuallymeans more cost so that a con¯ict between money
and safetyis to be expected. In spite of steps taken as a result of these
experiences, there are, sadly, still many losses of ships, some quite large and
some involving signi®cant loss of life. It remains important, therefore, to strive
to improve still further the safetyof ships and protection of the environment.
Steady, if somewhat slow, progress is being made by the national and interna-
tional bodies concerned. Public concern for the environment impacts upon ship
design and operation. Thus, tankers must be designed to reduce the risk of oil
spillage and more dangerous cargoes must receive special attention to protect
the public and nature. Respect for the environment including discharges into
the sea is an important aspect of de®ning risk through accident or irresponsible
usage.
A lot of information is now available on the Internet, including results of
much research. Taking the Royal Institution of Naval Architects as an example
xi
The authors have deliberatelyrefrained from quoting a large number of
references. However, we wish to acknowledge the contributions of manyprac-
titioners and research workers to our understanding of naval architecture, upon
whose work we have drawn. Manywill be well known to anystudent of
engineering. Those earlyengineers in the ®eld who set the fundamentals of
the subject, such as Bernoulli, Reynolds, the Froudes, Taylor, Timoshenko,
Southwell and Simpson, are mentioned in the text because their names are
synonymous with sections of naval architecture.
Others have developed our understanding, with more precise and compre-
hensive methods and theories as technologyadvanced and the abilityto carry
out complex computations improved. Some notable workers are not quoted as
their work has been too advanced for a book of this nature.
We are indebted to a number of organizations which have allowed us to draw
upon their publications, transactions, journals and conference proceedings.
This has enabled us to illustrate and quantifysome of the phenomena dis-
cussed. These include the learned societies, such as the Royal Institution of
Naval Architects and the Societyof Naval Architects and Marine Engineers;
research establishments, such as the Defence Evaluation and Research Agency,
the Taylor Model Basin, British Maritime Technology and MARIN; the
classi®cation societies; and Government departments such as the Ministryof
Defence and the Department of the Environment, Transport and the Regions;
publications such as those of the International Maritime Organisation and the
International Towing Tank Conferences.
xiii
Volume 1 of Basic Ship Theory has presented fundamental work on ship shape,
static behaviour, hazards and protection and upon ship strength. It has also
described in detail the environment in which marine vehicles have to work and
the properties of the sea and the air. Now we are in a position to discuss the
dynamic behaviour of ships and other vehicles in the complex environment in
which theyoperate and how those surroundings can be controlled to the
maximum comfort of vehicle and crew. We can also enter upon the creative
activityof ship design.
Familiaritywith Volume 1 has been assumed throughout but for conveni-
ence, certain conversion factors, preferred values and symbols and nomencla-
ture are repeated here.
Special names have been adopted for some of the derived SI units and these
are listed below together with their unit symbols:
Physical quantity SI unit Unit symbol
Force newton N kg m=s^2 Work, energyjoule J N m Power watt W J=s Electric charge coulomb C A s Electric potential volt V W=A Electric capacitance farad F A s=V Electric resistance ohm V=A Frequencyhertz Hz s^1 Illuminance lux lx lm=m^2 Self inductance henryH V s=A Luminous ¯ux lumen lm cd sr Pressure, stress pascal Pa N=m^2 megapascal MPa N=mm^2 Electrical conductance siemens S 1 = Magnetic ¯ux weber Wb V s Magnetic ¯ux densitytesla T Wb=m^2
In the following two tables are listed other derived units and the equivalent
values of some UK units respectively:
Physical quantity SI unit Unit symbol
Area square metre m^2 Volume cubic metre m^3 Densitykilogramme per cubic metre kg =m 3 Velocitymetre per second m =s Angular velocityradian per second rad =s
xiv
Pre®xes to denote multiples and sub-multiples to be axed to the names of
units are:
Factor bywhich the unit is multiplied Prefix Symbol
1 000 000 000 000 1012 tera T 1 000 000 000 109 giga G 1 000 000 106 mega M 1 000 103 kilo k 100 102 hecto h 10 101 deca da 0 : 1 10 ^1 deci d 0 : 01 10 ^2 centi c 0 : 001 10 ^3 milli m 0 :000 001 10 ^6 micro 0 :000 000 001 10 ^9 nano n 0 :000 000 000 001 10 ^12 pico p 0 :000 000 000 000 001 10 ^15 femto f 0 :000 000 000 000 000 001 10 ^18 atto a
We list, ®nally, some proposed metric values (values proposed for density of
fresh and salt water are based on a temperature of 15 C (59 F).)
Item Accepted Imperial figure
Direct metric equivalent
Preferred SI value
Gravity, g 32 :17 ft=s^2 9 :80665 m=s^2 9 :807 m=s^2
Mass density64 lb =ft^3 1 :0252 tonne=m^3 1 :025 tonne=m^3 salt water 35 ft 3 =ton 0 :9754 m 3 =tonne 0 :975 m^3 =tonne
Mass density62 :2 lb=ft^3 0 :9964 tonne=m^3 1 :0 tonne=m^3 fresh water 36 ft 3 =ton 1 :0033 m 3 =tonne 1 :0 m^3 =tonne
Young's modulus, E (Steel)
13 ;500 tonf=in 2 2 : 0855 10 7 N=cm 2 209 GN=m^2 or GPa
Atmospheric 14 :7 lbf=in^2 101,353 N=m^2 105 N=m^2 or Pa pressure 10 :1353 N=cm^2 or 1:0 bar
TPI (salt water)
Aw 420
tonf=in 1 : 025 Aw tonnef=m 1 : 025 Aw tonnef=m
Aw (ft 2 ) Aw (m^2 )
NPC Aw (m 2 ) 100 : 52 Aw (N=cm) NPM 10,052 Aw (N=m) 104 Aw (N=m)
MCT 1^00 (salt water)
tonf ft in (Units of tonf and feet)
One metre trim moment (^) GM L L
MN m m
MN m m
( in MN or
tonnef/m m
, in tonnef)
Force displacement 1 tonf 1.01605 tonnef 1.016 tonnef 9964.02 N 9964 N
Mass displacement 1 ton 1.01605 tonne 1.016 tonne
Weight density: Salt water 0 :01 MN=m^3 Fresh water 0 :0098 MN=m 3
Speci®c volume: Salt water 99 :5 m^3 =MN Fresh water 102 :0 m^3 =MN
xvixvi Introduction
Of particular signi®cance to the naval architect are the units used for dis-
placement, densityand stress. The force displacement , under the SI scheme
must be expressed in terms of newtons. In practice the meganewton (MN) is a
more convenient unit and 1 MN is approximatelyequivalent to 100 tonf (100.
more exactly). The authors have additionally introduced the tonnef (and,
correspondingly, the tonne for mass measurement) as explained more fully in
Chapter 3.
REFERENCES AND T HE INTERNET
References for each chapter are given in a Bibliographyat the end of each
volume with a list of works for general reading. Because a lot of useful
information is to be found these days on the Internet, some relevant web sites
are quoted at the end of the Bibliography.
Introduction xvii
G E O ME TR Y O F S H I P
AM midship section area AW waterplane area Ax maximum transverse section area B beam or moulded breadth BM metacentre above centre of buoyancy CB block coecient CM midship section coecient CP longitudinal prismatic coecient CVP vertical prismatic coecient CWP coecient of ®neness of waterplane D depth of ship F freeboard GM transverse metacentric height GML longitudinal metacentric height IL longitudinal moment of inertia of waterplane about CF IP polar moment of inertia IT transverse moment of inertia L length of shipÐgenerallybetween perps LOA length overall LPP length between perps LWL length of waterline in general S wetted surface T draught displacement force scale ratioÐship/model dimension r displacement volume displacement mass
PROPE LLER GEOMETRY
AD developed blade area AE expanded area AO disc area AP projected blade area b span of aerofoil or hydrofoil c chord length d boss or hub diameter D diameter of propeller fM camber P propeller pitch in general R propeller radius t thickness of aerofoil Z number of blades of propeller angle of attack pitch angle of screw propeller
RESISTANCE AND PROPULSION
a resistance augment fraction CD drag coe. CL lift coe. CT speci®c total resistance coe. CW speci®c wave-making resistance coe. D drag force F (^) n Froude number I idle resistance J advance number of propeller K (^) Q torque coe. K (^) T thrust coe. L lift force
Symbols and nomenclature xix
PD delivered power at propeller PE eective power PI indicated power PS shaft power PT thrust power Q torque R resistance in general Rn Reynolds' number RF frictional resistance RR residuaryresistance RT total resistance RW wave-making resistance sA apparent slip ratio t thrust deduction fraction T thrust U velocityof a ¯uid U 1 velocityof an undisturbed ¯ow V speed of ship VA speed of advance of propeller w Taylor wake fraction in general wF Froude wake fraction Wn Weber number appendage scale eect factor advance angle of a propeller blade section Taylor's advance coe. eciencyin general B propeller eciencybehind ship D quasi propulsive coecient H hull e. O propeller e. in open water R relative rotative eciency cavitation number
SEAKEE PING
c wave velocity f frequency fE frequencyof encounter Ixx, Iyy, Izz real moments of inertia Ixy, Ixz, Iyz real products of inertia k radius of gyration mn spectrum moment where n is an integer ML horizontal wave bending moment MT torsional wave bending moment Mv vertical wave bending moment s relative vertical motion of bow with respect to wave surface S (!), S(!), etc. one-dimensional spectral density S (!; ), S(!; ), etc. two-dimensional spectral density T wave period TE period of encounter Tz natural period in smooth water for heaving T natural period in smooth water for pitching T natural period in smooth water for rolling Y (!) response amplitude operatorÐpitch Y (!) response amplitude operatorÐroll Y (!) response amplitude operatorÐyaw leewayor drift angle R rudder angle " phase angle between anytwo harmonic motions instantaneous wave elevation A wave amplitude
xx Symbols and nomenclature