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LV
iARINE
U
TRUCTURAL
DESIGN
Ultimate strength,Structural reliability,
Fatigue andfrature
Risk
assessment
Loads
Functional
requirements
I
I
I
I
Limit-state design
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S(Y,Q,)
ELSEVIER
MARINE STRUCTURAL
DESIGN
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MARINE STRUCTURALDESIGN
YONG BAI
2003
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2003
Dr. Yong Bai. All rights reserved
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First edition
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A catalog record from the Library
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Congress has been applied for.
British Library Cataloguing in Publication Data
Bai, Yong
Marine StructuralDesign
1.
Offshore structures
-
Design and construction
2.
Marine
engineering
1. Title
627.9’8
ISBN:
0-08-043921-7
8
The paper used in this publication
meets
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Printed in Hungary.
PREFACE
This book is written for marine
structural
engineers and naval architects,
as
well
as
mechanical
engineers and civil engineers who work on struch~ral design. The preparation of the book is
motivated by extensive use of the finite element analysis and dynamidfatigue analysis, fast paced
advances in computer and information technology, and application of risk andreliability methods.
As
the professor of offshore structures at Stavanger University College,
I
developed this book for my
teaching course
TE 6076
“Offshore Structures” and
TE6541
“Risk andReliability Analysis of
Offshore Structures” for M.Sc and Ph.D. students. This book has also been used in IBC/Clarion
industry training courses on designand construction of floating production systems for engineers in
the oil/@ industry.
As
reliability-based limit-state design becomes popular in structural engineering, this book may also
be a reference for structural engineers in other disciplines, such
as
buildings, bridges and spacecraft.
My former supervisors should
be
thanked for their guidance and inspiration. These include:
Executive Vice President Dr. Donald Liu at American Bureau of Shipping
(ABS),
Professor Torgeir
Moan at Norwegian University of Science and Technology
0,
Professor Robert Bea and
Professor Alaa Mansour at University of California at Berkeley, Prof. Preben Terndrup Pedersen at
Technical University of Denmark, Professor T. Yao at
Osaka
University and Professor
M.
Fujikubo
at Hiroshima University. The friendship and technical advice from these great scientists and
engineers have been very important for me to develop materials used in this book.
As
manager of advanced engineering department at
JP
Kenny Norway office (now
a
section of ABB)
and manager of offshore technology department at the American Bureau of Shipping, I was given
opportunities to meet many industry leaders in oil companies, desigdconsulting offices,
classification societies and contractors. From ISSC,
IBC,
SNM,
OMAE,
ISOPE and OTC
conferences and industry (ISO/APYDeepstar) committees,
I
leamed about the recent developments
in industry applications and research.
The collaboration with
Dr.
Ruin Song and
Dr.
Tao
Xu
for a long
period
of time has been helpful to
develop research activities on structuralreliabilityandfatigue respectively. Sections of this book
relating
to
extreme response, buckling of tubular members,
FPSO
hull girder strength andreliability
were based on my SNAME,
0-
and ISOPE papers co-authored with Professors Preben Temdrup
Pedersen and T. Yao and Drs. Yung Shin, C.T. Zhao and
H.H.
Sun.
Dr. Qiang Bai and Ph.D. student Gang Dong provided assistance to format the manuscript.
Professor Rameswar Bhattacharyya, Elsevier’s Publishing Editor James Sullivan and Publisher Nick
Pinfield and Senior Vice President James Card of ABS provided me continued encouragement in
completing this book.
I
appreciate my wife
Hua
Peng and children, Lihua and Carl, for creating an environment in which it
has
been possible to continue to write this book for more than
5
years in different culture and
working environments.
I
wish to thank all of the organizations and individuals mentioned in the above (and many friends
and authors who were not mentioned) for their support and encouragement.
Yong BAI
Houston, USA
TABLE
OF
CONTENTS
Preface
v
Part
I:
Structural Design Principles
CHAPTER
1
INTRODUCTION
3
Structural Design Principles
3
1.1.1 Introduction
3
1.1.2 Limit-State Design
4
1.2 Strength andFatigue Analysis
5
1.2.1 Ultimate Strength Criteria
6
1.2.2 Design for Accidental Loads
7
1.2.3 Design for Fatigue
8
1.3 StructuralReliability Applications
10
1.3.1 StructuralReliability Concepts
10
1.3.2 Reliability-Based Calibration
of
Design Factor
12
1.3.3 Requalification
of
Existing Structures
12
1.4
Risk Assessment
13
1.4.1 Application of Risk Assessment
13
1.4.2 Risk-Based Inspection
(RBI)
13
1.4.3 Human and Organization Factors
14
1.5
Layout
of
This Book
14
1.6
How
to
Use This Book
16
1.7 References
16
CHAPTER
2
WAVE LOADS FOR SHIP DESIGNAND CLASSIFICATION
19
2.1 Introduction
19
2.2 Ocean Waves and Wave Statistics
19
2.2.1 Basic Elements of Probability and Random Process
19
2.2.2 Statistical Representation of the Sea Surface
21
2.2.3 Ocean Wave Spectra
22
2.2.4 Moments
of Spectral Density Function
24
2.2.5 Statistical Determination of Wave Heights and Periods
26
2.3 Ship Response to a Random Sea
26
2.3.1 Introduction
26
2.3.2 Wave-Induced Forces
28
2.3.3 Structural Response
29
2.3.4 Slamming and Green Water
on
Deck
30
Ship Design for Classification
32
2.4.1 Design Value
of
Ship Response
32
2.4.2 Design Loads per Classification Rules
33
2.5 References
35
CHAPTER 3 LOADS AND DYNAMIC RESPONSE FOR OFFSHORE STRUCTURES
39
3.1 General
39
1.1
2.4
[...]... factored down Use of Load and Resistance Factores for Strength Design Strength andFatigue Analysis Major factors that should be considered in marine structuraldesign include: Still-water and wave loads, and their possible combinations Ultimate strength of structural components and systems Fatigue/ fracture in critical structural details Knowledge of hydrodynamics, bucklinglcollapse, and fatiguehacture is... results, which enable designers to optimize structuraldesign The design by analysis approach is now applied throughout the design process The finite element analysis has been very popular for strength andfatigue analysis of marine structures In the structuraldesign process, the dimensions and sizing of the structure are Part I Struchlral Design Principles 4 strengthened, andstructural analysis re-conducted... The values of material properties C and m may be found fiom design codes for typical materials used in marine structures and other types of steel structures The stress intensity factors may be available fiom handbooks for simplified structuraland defect geometry's and loads 1.3 1.3.1 StructuralReliability Applications StructuralReliability Concepts Component reliability concerns the failure probability... complex structural analysis and process the analysis results To aid the FEM based design, various types of computer based tools have been developed, such as CAD (Computer Aided Design) for scantling, CAE (Computer Aided Engineering) for structuraldesignand analysis and CAM (Computer Aided Manufacturing) for fabrication Structuraldesign may also be conducted based on performance requirements such as design. .. formulae and charts in classification rules anddesign codes The basic scantling of the structural components is initially determined based on stress analysis of beams, plates and shells under hydrostatic pressure, bending and concentrated loads Three levels of marine structuraldesign have been developed: Level 1: Design by rules Level 2: Design by analysis Level 3: Design based on performance standards... to ship and offshore structures The objective of this book is to summarize the latest developments of design codes, engineering practice and research into the form of a book, focusing on applications of finite element analysis and riskheliability methods The calculation of wave loads and load combinations is the first step in marine structuraldesign For structuraldesignand analysis, a structural. .. Time-Domain Fatigue of Nonlinear Ship Response .378 20.4 Structural Analysis 379 20.4.1 Overall Structural Analysis 379 381 20.4.2 Local Structural Analysis 20.5 Fatigue Analysis andDesign 381 20.5.1 Overall Design 381 382 20.5.2 Stress Range Analysis 20.5.3 Spectral Fatigue Parameters 382 20.5.4 Fatigue Damage... bucklinglcollapse, and fatiguehacture is the key to understanding structural engineering Part I Siruciural Design PrincipIes 6 1.2.1 Ultimate strength Criteria Ultimate strength criteria are usually advocated in design codes for various basic types of the structural components such as: columns & beam-columns plates and stiffened panels shells and stiffened shells structural connections hull girders An illustration... simulate the structural behavior in accidental scenarios and to design the structure for the performance standards Use of the finite element analysis enables us to deal with complex accidental scenarios and to better predict the structural response Design for Fatigue 1.2.3 Fatigue damage and defects may threaten integrity of the marine structures This concern is aggravated as the cost of repair and loss... the WSD criteria and to assure the reliability levels will be higher or equal to the target reliability An advantage of the LRFD approach is its simplicity (in comparison with direct use of the structuralreliability methods) while it accounts for the uncertainties in loads andstructural capacities based on structuralreliability methods The LRFD is also called partial safety factor design While the . LV
iARINE
U
TRUCTURAL
DESIGN
Ultimate strength, Structural reliability,
Fatigue and frature
Risk
assessment
Loads
Functional.
6
1.2.2 Design for Accidental Loads
7
1.2.3 Design for Fatigue
8
1.3 Structural Reliability Applications
10
1.3.1 Structural Reliability