P 1 9 9 0 - 8
INTEGRITY of
OFFSHORE
STRUCTURES-4
TECHNISCHE 8NIVERSI1FEi^
Laborator umvoo?*
Schcoprhydr irnechanfeii
Edited by
D. FAULKNER, M.J. COWLING
and A. INCECIK
INTEGRITY OF
OFFSHORE STRUCTURES—4
Edited hyD. FAULKNER*
M. J. COWLINGt
andA. INCECIK*
* Depart mem of Naval Archilcclure and Ocean Engineering,
t DeparlmenI of Meciuinieal Engineering,
The University, Glasgow, Seotlaiul
E L S E V I E R A P P L I E D S C I E N C E
L O N D O N and N E W Y O R KE L S E V I E R S C I E N C E P U B L I S H E R S L T D
Crown House. Linton Road. Barking, Essex I G l l 8JU, England
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W I T H 62 T A B L E S A N D 250 I L L U S T R A T I O N S 1990 E L S E V I E R S C I E N C E P U B L I S H E R S L T D
© 1990 C R O W N C O P Y R I G H T — P a p e r 17
.0 1990 B R I T I S H G A S pic—Paper 22
British Library Cataloguing in Publication Data
International Symposium on Integrity of Oifshore Structures
(4di: im): GlasKim: Scolland)
Integrity of offshore structures—4.
1. Offshore structures. Design & construction
I. Title II. Faulkner, D. (Douclas) 1929- III. Cowling. M.J. IV. Incecik, A.
627.98
ISBN 1-85166-519-6
Library of Congress C I P data applied for
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Preface
It is once more our privilege to write this short introduction lo the Proceedings o f the Fourth Symposium on Integrity of Offshore Structures. These symposia are held every three years in the University of Glasgow and this year it coincides with Glasgow being the European City o f Culture. There will thus be plenty o f other attractions, including our own Maritime Exhibition based on the theme of 107 years of service to the marine industries.
It is this same strong urge lo see good project, consulting and research work applied that created the IOS symposia and has been our constant driving force. For this reason the organisers set out to do several things. We structure the programme into four relevant sessions and then deliberately seek a strictly limited number o f quality papers from a wide cross-section o f practitioners and researchers to meet these objectives. You will see that our fourth session this year is devoted lo 'In-Service Assessment Strategies', which reflects the strong trend lo increased life now required o f many platforms in the North Sea especially. A major feature is then to devote the maximum time for discussion from the delegates. We achieve this by sending out the preprints in advance and by inviting a distinguished Rapporteur for each session to review the highlights and main findings of each paper. Each session then has al least an hour for open discussion followed by a brief response from each author. A l l the discussion is then edited and published in the final book.
This of course represents a lot of work for the Organising Committee, bul we have been helped this lime by a small external Technical Committee and our personal thanks are extended lo them. I n turn both Commillees are deeply grateful lo the eight eminent Rapporteurs and Session Chairmen and not least o f course lo the authors.
We have been gratified lo note the continued support for this approach. There are 28 papers from 12 diflerenl countries, including a welcome increase f r o m Japan this year. 54% o f the authors are from industry or government departments and 46% from research laboratories and universities. We believe this all illustrates a healthy balance.
D. F A U L K N E R M . J. C O W L I N G A. I N C E C I K
VII
Contents
Preface v
Session 1: Loading and Dynamic Response
1. Modelling of Wave Loads on Moored Systems in Spread Seas . 1 R. E A T O C K T A Y L O R * and K . L .
MiTCHELLt(*av/?>/-</C/«/i;m//r.-^ Brown & Root Vickers Ltd)
2. Refined Modelling o f Hydrodynamic Loads on Dynamically
Sensitive Structures 19 0. T . GuDMESTAD (Statotl, Norway)
3. On the Modelling o f Uncertainties Associated with the Ocean
Environment and their Influence on Response Evaluations . . 39
K . V E N K A T A R A M A N A , * K . K A W A N O , t Y . Y A M A D A * * and H .
I E M U R A * * (*Sumitomo Metal Industries; fKagosfiinw
Uni-versity: **Kyoto University, Japan)
4. Dynamics o f Double Articulated Towers 53 1. H . H E L V A C I O G L U and A . INCECIK (Glasgow University)
5. Numerical and Physical Simulation o f Slow D r i f t Motion of a
Moored Floating Structure in Waves 85 T. KINOSHITA and K . T A K A I W A (University of Tokyo)
6. Nongaussian Nature o f the Response o f Compliant Skeletal
Ofl'shore Structures Subjected to Gaussian Ocean Waves . . 105 G . R. HOOPER* and P. SwANNELLt (*Connell Wagner Group:
t University of Queensland)
Session 2: Ultimate Strength and Design
7. Reliability of Ofl'shore Structures under Various Assumptions o f
Stochastic Waves 121
M . ARROYO * B . JACOB,* Y . G U E N A R D I and M . L E M A I R E * *
(* Lafyoratoire Central de Ponts et Chaussêes: fSoeiêlé Nationale Elf Aquitaine; ** Université Blaise Pascal, France)
V I U
8. A Global Approach for Reliability Based Offshore Platform Codes 137 F . MOSES {Case Western Reserve University, Ohio)
9. Application of Ultimate Strength Analysis in Design of Offshore
Structural Systems 153 H. NoRDAL {Statoil, Norway)
10. Optimum Design o f Stiffened Cylinders Based on Reliability . 167 J.-S. LEE { University of Ulsan, Republic of Korea)
11. Probabilistic Calibration o f Design Criteria for Marine Risers . 179 T. M O A N and G. JIAO {University of Trondheim, Norway)
12. Application of Reliability Theory to Structural Design and Assessment o f Submarines and Other Externally Pressurised
Cylindrical Structures 199 D. F A U L K N E R * and P. K. DASt {* Glasgow University: fBMT,
Wallsend)
13. Design Philosophy for Composite Construction . . . . 231 C. D. GofJDE {Manchester University)
14. Probabilistic Design Aspects f o r Deep Water Concrete Offshore
Structures 247
D . DiAMANTiDis, P. B A Z Z U R R O , G . M . M A N F R E D I N I and F .
ZUCXARELLI {D'Appotonia, Italy)
Session 3: Fatigue and Fracture Modelling
15. The Fatigue Performance o f Tubular Joints—An Overview o f
Recent Work to Revise Department of Energy Guidance . . 261 A. G. REYNOLDS* and J. V. SHARPf {*BP International:
f MaTSU)
16. A Review of Stress Concentration Factors for Tubular Complex
Joints 279 P. SMEDLEY and P. FISHER {Lloyds Register of Shipping)
17. The Effect of Uncertainties in Fatigue Life on Design and
Inspection of Offshore Structures 297
ix
18. Fatigue and Crack Growth in a Submerged Ring Stiffened Tubular Joint
H . H A U G L A N D and T. C. THUESTAD (Norsk Hydro, Nornay) 19. Japanese Research Activities on the Structural Integrity and
Reliability o f Offshore Structures Particularly for Fatigue and Fracture
S. M ACHIDA,* M . MATOBAt and Y . H A G I W A R A * * (* University of
Tokyo: fMitsuhishi Heavy Industries Ltd: **Nippon Steel Corporation)
20. Prevention o f Brittle Fracture in Offshore Structures
C. ARBUTHNOT* and M . SMiTHf (*John Brown; fEarl& Wright) 21. Fracture Behaviour o f the Local Brittle Zones o f Offshore
Weldments
M . KCX^AK,* S. Y A O * and L . CHENf (*GKSS Research Centre,
FR Germany; \ Shanghai Jiao Tong University)
Session 4: In-Service Assessment Strategies
22. A Defect Assessment Methodology for Offshore Jacket Structures
Includmg Complex Joints Subject to Complex Loading . 381 J. H A S W E L L (British Gas pic)
23. The Implications o f Non-Destructive Inspection Reliability on Offshore Structural Integrity
J. C. P. K A M and W. D . DOVER (University College London) 24. Probability-Based Optimization o f Fatigue Design, Inspection and
Maintenance. .
H . O . M A D S E N * and J. D . SORENSENI (*Danish Engineering
Academy, Lyngby; •\Aalborg University Center)
C . A . PLANE,* M . J. C O W L I N G , * V. NvvEOBut and F M
BuRDEKiNt (*Glasgow University; fUMIST)
421
25. Fracture Mechanics and Simplified Analyses in Probabilistic
Remammg Life Calculations for Jacket Structures . 439
X . N . N i u , A . H . S. W I C K H A M and R A . FRIEZE (Advanced
Mechanics and Engineering Ltd)
26. The Role o f Redundancy in Reliability Based Fatigue Life Assessments in Offshore Structures
X
27 A n Approach to the Evaluation o f Service Life . • • •
J. C. BAXTER,* H . P. COJEEN,* M . BOWEN,* A. THAYAMBALUt
and R. BEA** {*US Coast Guard: ^American Bureau of
Shipping: ** University of California)
n Confidence Interval in Reliability Analysis of Marine Structures. J. LABEYRIE,* M . HuTHERt and G. PARMENTiERt {*IFREMER,