Principles of Naval Architecture Vol I - Stability and Strength - Free ebook download as PDF File (.pdf) or read book online for free. Scribd is the world's largest social reading and publishing site. In order to make the material available to the profession in a timely manner it was decided to publish each major subdivision as a separate volume in the “Principles of Naval Architecture Series” rather than treating each as a separate chapter of a single book. Principles of Naval Architecture, Vol. 1: Stability and Strength Edward V. Lewis on Amazon.com.FREE. Weather radar software download. shipping on qualifying offers. Principles of Naval Architecture, Vol. 1: Stability and Strength Hardcover Jan 01, 1988 Lewis, Edward V.
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ThePrinciplesofNavalArchitectureSeries Strength of Ships and Ocean Structures Alaa Mansour University of California, Berkeley Donald Liu American Bureau of Shipping J. Randolph Paulling, Editor 2008 Published by The Society ofNaval Architects and Marine Engineers 601 Pavonia Avenue Jersey City, NJ Copyright C 2008 by The Society ofNaval Architects and Marine Engineers. It is understood and agreed that nothing expressed herein is intended or shall be construed to give any person, firm, or corporation any right, remedy, or claim against SNAME or any of its officers or members. Library of Congress Cataloging-in-Publication Data A catalog record from the Library of Congress has been applied for ISBN No. 0-939773-66-X Printed in the United States of America First Printing, 2008 A Word from the President The Society ofNaval Architects and Marine Engineers is experiencing remarkable changes in the Maritime Industry as we enter our 115 th year of service. Our mission, however, has not changed over the years . . . “an internationally recognized . . . technical society . . . serving the maritime industry, dedicated to advancing the art, science and practice ofnaval architecture, shipbuilding, ocean engineering, and marine engineering . . .encouraging the exchange and recording of information, sponsoring applied research . supporting education and enhancing the professional status and integrity of its membership.” In the spirit of being faithful to our mission, we have written and published significant treatises on the subject ofnaval architecture, marine engineering and shipbuilding. Our most well known publication is the “Principles ofNaval Architecture”. First published in 1939, it has been revised and updated three times – in 1967, 1988 and now in 2008. During this time, remarkable changes in the industry have taken place, especially in technology, and these changes have accelerated. The result has had a dramatic impact on size, speed, capacity, safety, quality and environmental protection. The professions ofnavalarchitecture and marine engineering have realized great technical advances. They include structural design, hydrodynamics, resistance and propulsion, vibrations, materials, strength analysis using finite el- ement analysis, dynamic loading and fatigue analysis, computer-aided ship design, controllability, stability and the use of simulation, risk analysis and virtual reality. However, with this in view, nothing remains more important than a comprehensive knowledge of “first principles”. Using this knowledge, theNaval Architect is able to intelligently utilize the exceptional technology available to its fullest extent in today’s global maritime industry. It is with this in mind that this entirely new 2008 treatise was developed – “The PrinciplesofNavalArchitecture : The Series”. Recognizing the challenge of remaining relevant and current as technology changes, each major topical area will be published as a separate volume. This will facilitate timely revisions as technology continues to change and provide for more practical use by those who teach, learn or utilize the tools of our profession. It is noteworthy that it took a decade to prepare this monumental work of nine volumes by sixteen authors and by a distinguished steering committee that was brought together from several countries, universities, companies and laboratories. We are all especially indebted to the editor, Professor J. Randolph (Randy) Paulling for providing the leadership, knowledge, and organizational ability to manage this seminal work. His dedication to this arduous task embodies the very essence of our mission . . . “to serve the maritime industry”. It is with this introduction that we recognize and honor all of our colleagues who contributed to this work. Authors: Dr. John S. Letcher Hull Geometry Dr. Colin S. Moore Intact Stability Robert D. Tagg Subdivision and Damaged Stability Professor Alaa Mansour and Dr. Donald Liu Strength of Ships and Ocean Structures Dr. Lars Larson and Dr. Hoyte Raven Resistance Professors Justin E. Kerwin and Jacques B. Hadler Propulsion Professor William S. Vorus Vibration and Noise Prof. Robert S. Beck, Dr. John Dalzell (Deceased), Prof. Odd Faltinsen and Dr. Arthur M. Reed Motions in Waves Professor W. C. Webster and Dr. Rod Barr Controllability Control Committee Members are: Professor Bruce Johnson, Robert G. Keane, Jr., Justin H. McCarthy, David M. Maurer, Dr. William B. Morgan, Profes- sor J. Nicholas Newman and Dr. Owen H. Oakley, Jr. I would also like to recognize the support staff and members who helped bring this project to fruition, especially Susan Evans Grove, Publications Director, Phil Kimball, Executive Director and Dr. Roger Compton, Past President. In the new world’s global maritime industry, we must maintain leadership in our profession if we are to continue to be true to our mission. The “Principles ofNaval Architecture: The Series”, is another example ofthe many ways our Society is meeting that challenge. ADMIRAL ROBERT E. KRAMEK, President Foreword Since it was first published 70 years ago, PrinciplesofNavalArchitecture (PNA) has served as a seminal text on navalarchitecture for both practicing professionals and students ofnaval architecture. This is a challenging task – to explain the fundamentals in terms understandable to the undergraduate student while providing sufficient rigor to satisfy the needs ofthe experienced engineer – but the initial publication and the ensuing revisions have stood the test of time. We believe that this third revision of PNA will carry on the tradition, and continue to serve as an invaluable reference to the marine community. In the Foreword to the second revision of PNA, the Chairman of its Control Committee, John Nachtsheim, lamented the state ofthe maritime industry, noting that there were “. too many ships chasing too little cargo,” and with the decline in shipping came a “. corresponding decrease in technological growth.” John ended on a somewhat optimistic note: “Let’s hope the current valley of worldwide maritime inactivity won’t last for too long. Let’s hope for better times, further technological growth, and the need once more, not too far away, for the next revision ofPrinciplesofNaval Architecture.” Fortunately, better times began soon after the second revision of PNA was released in 1988. Spurred by the expand- ing global economy and a trend toward specialization of production amongst nations around the world, seaborne trade has tripled in the last twenty years. Perhaps more than ever before, the economic and societal well being of nations worldwide is dependent upon efficient, safe, and environmentally friendly deep sea shipping. Continuous improvement in the efficiency of transportation has been achieved over the last several decades, facilitating this growth in the global economy by enabling lower cost movement of goods. These improvements extend over the en- tire supply train, with waterborne transportation providing the critical link between distant nations. The ship design and shipbuilding communities have played key roles, as some ofthe most important advancements have been in the design and construction of ships. With the explosive growth in trade has come an unprecedented demand for tonnage extending over the full spectrum of ship types, including containerships, tankers, bulk carriers, and passenger vessels. Seeking increased throughput and efficiency, ship sizes and capacities have increased dramatically. Ships currently on order include 16,000 TEU containerships, 260,000 m 3 LNG carriers, and 5,400 passenger cruise liners, dwarfing the prior generation of designs. The drive toward more efficient ship designs has led to increased sophistication in both the designs themselves and in the techniques and tools required to develop the designs. Concepts introduced in Revision 2 of PNA such as finite element analysis, computational fluid dynamics, and probabilistic techniques for evaluating a ship’s stability and structural reliability are now integral to the overall design process. The classification societies have released the common structural rules for tankers and bulk carriers, which rely heavily on first principles engineering, use of finite element analysis for strength and fatigue assessments, and more sophisticated approaches to analysis such as are used for ultimate strength assessment for the hull girder. The International Maritime Organization now relies on probabilistic approaches for evaluating intact and damage stability and oil outflow. Regulations are increasingly performance-based, allowing application of creative solutions and state-of-the-art tools. Risk assessment techniques have become essential tools ofthe practicing naval architect. The cyclical nature of shipbuilding is well established and all of us who have weathered the ups and downs ofthe marine industry recognize the current boom will not last forever. However, there are reasons to believe that the need for technological advancement in the maritime industries will remain strong in the coming years. For example, naval architects and marine engineers will continue to focus on improving the efficiency of marine transportation systems, spurred by rising fuel oil prices and public expectations for reducing greenhouse gas emissions. As a consequence of climate change, the melting Arctic ice cap will create new opportunities for exploration and production of oil and other natural resources, and may lead to new global trading patterns. SNAME has been challenged to provide technical updates to its texts on a timely basis, in part due to our reliance on volunteerism and in part due to the rapidly changing environment ofthe maritime industry. This revision of PNA emphasizes engineering fundamentals and first principles, recognizing that the methods and approaches for applying these fundamentals are subject to constant change. Under the leadership of President Bob Kramek, SNAME is reviewing all its publications and related processes. As the next SNAME President, one of my goals is to begin strategizing on the next revision of PNA just as this third revision comes off the presses. Comments and ideas you may have on how SNAME can improve its publications are encouraged and very much appreciated. FOREWORD PNA would not be possible without the contributions of SNAME members and other marine professionals world- wide, who have advanced the science and the art ofnavalarchitecture and then shared their experiences through technical papers and presentations. For these many contributions we are indebted to all of you. We are especially indebted to its editor, Dr. J. Randolph Paulling, the Control Committee, the authors, and the reviewers who have given so generously of their time and expertise. R. KEITH MICHEL President-elect vi Acknowledgments The authors wish to acknowledge their indebtedness to the author of Chapter 4, “Strength of Ships”, in the pre- ceding edition ofPrinciplesofNavalArchitecture from which they have freely extracted text and figures. They also acknowledge the advice and assistance ofthe Control Committee, members of which provided reviews of early versions ofthe manuscript. The present volume, Strength of Ships and Ocean Structures, could not have been completed without the as- sistance of a number of associates, colleagues and former students who read and critiqued portions or all ofthe manuscript, helped with illustrations, tracked down references and provided other vital services. The authors wish especially to acknowledge the contributions ofthe following individuals: Dr. Jianwei Bai, University of California, Berkeley Dr. Hsao H. Chen (Ret), American Bureau of Shipping Mr. Robert Curry (Ret), American Bureau of Shipping Professor Jorgen J. Jensen, Technical University of Denmark Mr. Gregory Pappianou, University of California, Berkeley Professor Preben T. Pedersen, Technical University of Denmark Mr. Martin Petricic, University of California, Berkeley Dr. Yung S. Shin, American Bureau of Shipping Dr. Ge Wang, American Bureau of Shipping Mr. Omar El Zayat, University of California, Berkeley Finally, the Editor extends his thanks to the authors for their time and monumental efforts in writing the vol- ume, to the Control Committee, and to the individuals listed above as well as others whose advice and assistance was essential to the successful completion ofthe task. He is especially grateful to Susan Evans Grove, SNAME’s Publications Director, for her patience, ready advice and close attention to detail without all of which this work could not have been accomplished. Biography of Alaa Mansour CoAuthor “Strength of Ships and Ocean Structures” Dr. Alaa Mansour is a Professor of Engineering in the Department of Mechanical Engineering ofthe University of California at Berkeley. He was the Chairman oftheNavalArchitecture and Offshore Engineering Department at the University of California, from 1985 to 1989, and Chaired the Executive Committee ofthe Ocean Engineering Graduate Program at Berkeley from 2002 to 2005. He received his Bachelor of Science degree in Mechanical Engineering from the University of Cairo and has M.S. and Ph.D. degrees in NavalArchitecture and Offshore Engineering from the University of California, Berkeley. Between 1968 and 1975 he was Assistant then Associate Professor in the Department of Ocean Engineering at the Massachusetts Institute of Technology. He is a registered Professional Engineer in the Commonwealth of Massachusetts. Dr. Mansour has been the North and South American Chief Editor ofthe Journal of Marine Structures since its inception and an editor ofthe Journal of Marine Science and Technology. In 2000–2003 he served as Chairman ofthe International Ship and Offshore Structures Congress and has authored or co-authored over 100 publications. In 2001, the Technical University of Denmark conferred upon Dr. Mansour its highest honor, the Honorary Doc- torate Degree, “Doctor Technices Honoris Causa”, in recognition of his “significant contributions to development of design criteria for ships and offshore structures.” He is the recipient ofthe Davidson Medal presented by the Soci- ety ofNaval Architects and Marine Engineers for “Outstanding Scientific Accomplishment in Ship Research”, and is currently a Fellow ofthe Society. Biography of Donald Liu CoAuthor “Strength of Ships and Ocean Structures” Dr. Donald Liu retired in 2004 from the American Bureau of Shipping as Executive Vice President and Chief Technol- ogy Officer after a 37-year career at ABS. He is a graduate ofthe U.S. Merchant Marine Academy, the Massachusetts Institute of Technology where he obtained both BS and MS degrees in NavalArchitecture and Marine Engineering, and the University of Arizona where he received his Ph.D. in Mechanical Engineering. He has authored or coau- thored more than forty papers, reports and book chapters dealing with Finite Element analysis, structural dynamics, ultimate strength, hull loading, structural stability, structural optimization and probabilistic aspects of ship loading and strength. Dr. Liu has been an active participant in key national and international organizations that are concerned with ship structures research, development and design. He served as the ABS representative on the interagency Ship Struc- tures Committee, and as a member ofthe Standing Committees ofthe International Ship and Offshore Structures congress (ISSC) and the conference on Practical Design of Ships and Mobile Units (PRADS) In 1994 Dr. Liu received the Sea Trade “Safety at Sea” award in recognition of his role in developing the ABS SafeHull system. He is the recipient ofthe Rear Admiral Halert C. Shepheard Award in 1998 from the Chamber of Shipping of America in recognition of his achievements in promoting merchant marine safety, and in 2002 was awarded the United States Coast Guard (USCG) Meritorious Public Service Award in recognition of his contributions to marine safety. In 2004 he was awarded the Society ofNaval Architects and Marine Engineers David W. Taylor Medal for notable achievement in navalarchitecture and in 2006 he received the Gibbs Brothers Medal, awarded by the National Academy of Sciences for outstanding contributions in the field ofnavalarchitecture and marine engineering. Dr. Liu is a Fellow ofthe Society ofNaval Architects and Marine Engineers. Nomenclature A area, generally AC acceptance criteria A f total flange cross-sectional area A s shear area A w web cross-sectional area B beam b buoyancy c crack length C b block coefficient CL centerline; a vertical plane through the centerline C w water plane coefficient of ship D depth T Draft D diameter, generally d distance, generally DLA dynamic load approach DLP dominant load parameter DWT deadweight E mean value E Young’s modulus of elasticity F force generally FE finite element FEA finite element analysis FEM finite element method F H horizontal shear forces f p permissible bending stress FRP fiber reinforced plastics F w vertical wave shear force g acceleration due to gravity G shear modulus of elasticity, E/2(1 + υ) H transfer function H wave height h head, generally HAZ heat affected zone HSC high-speed crafts HSLA high strength low alloy J torsional constant of a section K load combination factor k spring constant per unit length L length, generally L length of ship L life in years LBP, L pp length between perpendiculars LCF load combination factor LCG longitudinal position center of gravity M moment, generally m mass, generally M margin M H wave-induced horizontal bending moment m n spectral moment of order n MPEL most probable extreme load MPEV most probable extreme value M sw stillwater bending moment M T twisting moment M u ultimate bending moment M w vertical wave induced bending moment N shear flow NA neutral axis NE non-encounter probability p probability, in general p pressure p.d.f, PDF probability density function p f probability of failure q load per unit length R auto-correlation function R return period r radius RAO Response Amplitude Operator s contour coordinate SM section modulus S x (ω) wave spectrum S xy (ω) cross spectrum S y (ω) response spectrum T period, generally t thickness, generally t time, generally T torsion moment T M torsion moment amidships T M modal period T m twist moment TMCP Thermo-Mechanical Controlled Process V Total vertical shearing force across a section V velocity in general, speed of ship w deflection w weight x distance from origin along X-axis y distance from origin along Y-axis z distance from origin along Z-axis ε strains generally ∇ volume of displacement α Skewness α ship heading angle β safety index β width parameter β wave heading angle β kurtosis δ non-linearity parameter ε bandwidth parameter standard normal cumulative distribution function St. Venant torsional constant γ shear strain, generally γ safety factor η torsion coefficient xii NOMENCLATURE λ wave length µ covariance µ wave spreading angle µ heading ν Poisson’s ratio twist angle ρ mass density; mass per unit volume ρ effectiveness ρ correlation coefficient ρ virtual aspect ratio Abbreviations for References AA Aluminum Association ABS American Bureau of Shipping ANSI American National Standards Institute ASCE American Society of Civil Engineers ASNE American Society ofNaval Engineers ASTM American Society for Testing and Materials BMT British Maritime Technology BS British Standard BV Bureau Veritas CCS China Classification Society CFA Composite Fabricators Association CSA Canadian Standards Association DNV Det Norske Veritas DTNSRDC David Taylor Naval Ship Research and Development Center GL Germanisher Lloyd IACS International Association of Classification Societies IMO International Maritime Organization ISO International Organization for Standardization σ standard deviation σ Stress, generally ω angular velocity ω circular frequency ω warping function ζ wave amplitude σ T ultimate tensile strength σ Y yield strength χ curvature ISSC International Ship and Offshore Structures Congress ITTC International Towing Tank Conference JIS Japanese Industrial Standard KR Korean Register LR Lloyd’s Register NF Normes Francaises NK Nippon Kaiji Kyokai NSMB CRS Netherlands Ship Model Basin Cooperative Research Ships NSWCCD Carderock Division oftheNaval Surface Warfare Center RINA Registro Italiano Navale RS Russian Register of Shipping SAMPE Society for Advancement of Materials Processing and Engineering SNAME Society ofNaval Architects and Marine Engineers SOLAS Safety of Life at Sea SSC Ship Structure Committee UNI Unificazione Nazionale Italiana Preface During the twenty years that have elapsed since publication ofthe previous edition of this book, there have been remarkable advances in the art, science and practice ofthe design and construction of ships and other floating structures. In that edition, the increasing use of high speed computers was recognized and computational methods were incorporated or acknowledged in the individual chapters rather than being presented in a separate chapter. Today, the electronic computer is one ofthe most important tools in any engineering environment and the laptop computer has taken the place ofthe ubiquitous slide rule of an earlier generation of engineers. Advanced concepts and methods that were only being developed or introduced then are a part of common engi- neering practice today. These include finite element analysis, computational fluid dynamics, random process meth- ods, numerical modeling ofthe hull form and components, with some or all of these merged into integrated design and manufacturing systems. Collectively, these give thenaval architect unprecedented power and flexibility to ex- plore innovation in concept and design of marine systems. In order to fully utilize these tools, the modern naval architect must possess a sound knowledge of mathematics and the other fundamental sciences that form a basic part of a modern engineering education. In 1997, planning for the new edition ofPrinciplesofNavalArchitecture was initiated by the SNAME publications manager who convened a meeting of a number of interested individuals including the editors of PNA and the new edition of Ship Design and Construction. At this meeting it was agreed that PNA would present the basis for the modern practice ofnavalarchitecture and the focus would be principles in preference to applications. The book should contain appropriate reference material but it was not a handbook with extensive numerical tables and graphs. Neither was it to be an elementary or advanced textbook although it was expected to be used as regular reading ma- terial in advanced undergraduate and elementary graduate courses. It would contain the background and principles necessary to understand and to use intelligently the modern analytical, numerical, experimental and computational tools available to thenaval architect and also the fundamentals needed for the development of new tools. In essence, it would contain the material necessary to develop the understanding, insight, intuition, experience and judgment needed for the successful practice ofthe profession. Following this initial meeting, a PNA Control Committee, con- sisting of individuals having the expertise deemed necessary to oversee and guide the writing ofthe new edition of PNA, was appointed. This committee, after participating in the selection of authors for the various chapters, has continued to contribute by critically reviewing the various component parts as they are written. In an effort of this magnitude, involving contributions from numerous widely separated authors, progress has not been uniform and it became obvious before the halfway mark that some chapters would be completed before others. In order to make the material available to the profession in a timely manner it was decided to publish each major subdivision as a separate volume in the “Principles ofNavalArchitecture Series” rather than treating each as a separate chapter of a single book. Although the United States committed in 1975 to adopt SI units as the primary system of measurement the transi- tion is not yet complete. In shipbuilding as well as other fields, we still find usage of three systems of units: English or foot-pound-seconds, SI or meter-newton-seconds, and the meter-kilogram(force)-second system common in en- gineering work on the European continent and most ofthe non-English speaking world prior to the adoption ofthe SI system. In the present work, we have tried to adhere to SI units as the primary system but other units may be found particularly in illustrations taken from other, older publications. The symbols and notation follow, in general, the standards developed by the International Towing Tank Conference. This new revised volume on Strength of Ships and Ocean Structures addresses several topics of ship strength in greater depth than in the previous edition of PNA, bringing much ofthe material up to date and introducing some new subjects. There is extensive coverage ofthe latest developments in dynamic sea load predictions, including nonlinear load effects, slamming and impact plus new sections on the mechanics of collisions and grounding. The incorporation ofthe various loadings in structural design and analysis is covered including long term extreme and cumulative fatigue effects. There is a more extensive treatment of strength analysis using finite element methods than was included in the previous edition. Ultimate strength evaluation ofthe hull girder and components is covered and there is a section on structural safety assessment applying reliability concepts including fatigue effects. Particular attention is given to problems encountered in ships of special type and size that have been developed in recent years, many of which, by reason of size, configuration or lack of a history of design experience, require [.]. ofthe time-varying distribution of fluid forces over the wetted surface ofthe hull together with the distribution ofthe inertial reaction loads The fluid loads depend on the wave-induced motions ofthe water and the corresponding motions ofthe ship The inertial loads are equal to the product ofthe local mass ofthe ship and the local absolute acceleration The shear force and bending moment are then. parts of Fig 3, the significance ofthe shear and bending moment are shown, together with their sign conventions If we consider a given longitudinal location, x, the shear force is the upward force that the left portion ofthe ship exerts on the portion to the right of this location Similarly, the bending moment is the resultant moment exerted by the left portion on the portion ofthe ship to the right of. . the basic ability ofthe structure to perform its function Such minor failures may only have aesthetic consequences At the other end ofthe scale is total catastrophic collapse ofthe structure, resulting in the loss ofthe ship There are several different modes of failure between these extremes that may reduce the load-carrying ability of individual members or parts ofthe structure but, because of. . performance or cost, and the analysis is then repeated to re-ensure that the improved 4 THE PRINCIPLESOFNAVAL ARCHITECTURESERIES configuration meets the design criteria Thus, a key element in structural design is the process of analyzing the response of an assumed structure The process of finding a structural configuration having the desired performance by synthesis is the inverse of analysis, and is not. plotted as the third curve in Fig 3, with positive buoyancy, upward The conditions of static equilibrium require that the total weight and buoyancy be equal and that the center of buoyancy be on the same vertical line as the center of gravity In terms ofthe load curve, this requires that the integral ofthe total load over the ship length and the integral ofthe longitudinal moment ofthe load curve. obtained are then added to the calm water values As previously noted, the computation of theinertial loads and a part ofthe fluid loads require that the waveinduced motions of theship first be determined The solution for these ship motions and the system of fluid loading is most frequently accomplished using a procedure based on the so-called strip theory The details of strip theory, including the underlying. Lamb 2003), or the so-called total expected cost of thestructure The last of these quantities, as proposed by Freudenthal (1969), consists of thesum ofthe initial cost ofthe ship (or other structure), the anticipated total cost of complete structural failure multiplied by its probability, and a summation of lifetime costs of repair of minor structural damages (see also Lewis et al 1973) The search. describes the out -of- plane deflection and associated stress of an individual panel of plating The loading is normal to the panel, and its boundaries are formed by the stiffeners ofthe secondary panel of which it is a part Boundary edge loads also exist as a result of primary bending ofthe hull Sometimes it is necessary to know the localized distribution ofthe loads and in other cases, depending upon the. . stresses, or on the use of reliability principles discussed in Section 5 The term synthesis, which is defined as the putting together of parts or elements so as to form a whole, is often applied to the process of ship structural design However, an additional element is needed to complete the design synthesis: finding the optimal combination ofthe various elements Due to the complexity of ship structures,. consequence ofthe complexity ofthe structure and the limitations of our analysis capabilities, it is seldom possible to achieve absolute accuracy in predicting the response ofthe structure even if the loading were known exactly In the case ofthe uncertainties present in the predictions of structural loading, it is necessary for the designer to consider the probable extent and consequences of uncertainties . 2003), or the so-called total ex- pected cost of the structure. The last of these quantities, as proposed by Freudenthal (1969), consists of the sum of the initial cost of the ship (or other structure),. 2003), or the so-called total ex- pected cost of the structure. The last of these quantities, as proposed by Freudenthal (1969), consists of the sum of the initial cost of the ship (or other structure),. vertical line as the center of gravity. In terms of the load curve, this requires that the integral of the total load over the ship length and the integral of the longitudinal moment of the load curve