reliability anal ysis of ships - cesos - ntnu shu.pdf · constructed or a specified design e o ......
TRANSCRIPT
Outline
•Background
•Ship Structural Reliability
•Case StudyCase S udy
•Conclusions
Zhi Shu August 24, 2010
Background
•Importance of Ship’s Safety on Sea
•IMO Goal-based standard
•IACS CSR
•Bulk carrier casualty at sea
Zhi Shu August 24, 2010
Backgrounds
•Importance of tankers and bulk carriers“Ships are to be designed and
t t d f ifi d d i lif t
•IMO Goal-based standard
constructed for a specified design life tobe safe and environmentally friendly,when properly operated and maintainedunder specified operating and •IACS CSR
•Bulk carrier casualty at sea
under specified operating andenvironmental conditions, in intact andspecified damage conditions”
Zhi Shu August 24, 2010
Backgrounds
•Importance of tankers and bulk carriers
Ultimate limit based design has beenimplemented in CSR
•IMO Goal-based standard
implemented in CSR
•Ultimate strength in sagging for tankers
•Ultimate strength in sagging and hogging •IACS CSR
•Bulk carrier casualty at sea
for bulk carriers
Zhi Shu August 24, 2010
Backgrounda
•Importance of tankers and bulk carriers
Main contributors for the losses of bulk carriers
•Goal-based standard•Aged bulk carrier with age larger than 10 years
•High density cargo loaded in alternate •IACS CSR
•Bulk carrier casualty at sea
•High density cargo loaded in alternate hold loading (AHL) condition
•Heavy weather
Zhi Shu August 24, 2010
Backgrounds
•Importance of tankers and bulk carriers
Bulk carrier casualty in sagging
•Goal-based standard
•IACS CSR
•Bulk carrier casualty at sea Eurobulker X (http://www.shipspotting.com)
Bulk carrier casualty in hogging
•The vessels sink very fast
•Total losses of ships and human lives onboard
•Even no time for taking a picture
Zhi Shu August 24, 2010
Structural Reliability
•Limit state function
•Determination of Characteristic value and Uncertainty ModelingUncertainty Modeling
•Structural Reliability MethodStructural Reliability Method
Zhi Shu August 24, 2010
Structural Reliability: Limit state function
( 0) ( )P P R S f r s drds
1) Basic formulation of reliability problem
0
( 0) ( , )f RSR S
P P R S f r s drds
0 ( )fP P g f d XX x x
0g X
1( )fP
2) Structural reliability analysis of ships in the ULS considering global hull failure
global hull failure induced by global loads only
global hull failure induced by combination of global andglobal hull failure induced by combination of global and local loads
Zhi Shu August 24, 2010
Structural Reliability: Uncertainty Modeling
1) Still water load
2) Wave induced loadS i i l i• Statistical uncertainty
• Uncertainty in environmental conditionO ti l t i t• Operational uncertainty
• Model uncertainty• Model uncertainty due to
nonlinear effectnonlinear effect• Other uncertainty
3) Load combination3) Load combination
4) Hull girder ultimate strength
Zhi Shu August 24, 2010
Structural Reliability: Method
•FORMSORM•SORM
•Response surface•Montel CarloMontel Carlo
Zhi Shu August 24, 2010
Case Study: SRA of Ships Hull Girder in ULS
Target ships: Cape Size Bulk carrier
Load condition: Alternate hold loading
Main dimensionsMain dimensions
Zhi Shu August 24, 2010
Case Study: Part I Ultimate hull girder strength
Combined Loads
global bending loads, internal cargo pressure, external sea pressure
Commercial FEM code: ABAQUS
Two Load cases:
heavy load AHL (CSR-LC-10) andhomogeneous load AHL (CSR LC 5)homogeneous load AHL (CSR-LC-5)
Various local load levels
Design modification factors
Zhi Shu August 24, 2010
Case Study: Part II Structural Reliability Analysis
Limit state function
•Ultimate limit state under combine global and local loads
P
•Ultimate limit state considering all the uncertainties under combined global and local
( ) (1 )u tu
Pg X M MP
loads
, , , , , , , ,1 sp m s c wp oper wp envir wp m wp nl wp st w cP B B Pg M
,
, , , , , , , , ,
1u u cp u
swH m swH st swH c wvH oper wvH envir wvH m wvH nl wvH st wv wvH c
g MP
M B B M
Zhi Shu August 24, 2010
Determination of Characteristic Value
Structural Capacity: Ultimate Hull Girder Strength Under Pure Bending
Nonlinear FEM Analysis
Characteristic Loads: Still Water and Wave Loads
(Global: Vertical Bending Moment; Local: Water Pressure)
Rule Formulations (CSR)
Direct Calculation
1 20
1.25 Without Heavy weather avoidanceRVERES=1.22
Long-term statistics analysisProcedure of long term prediction recommend by IACS 1.00
1.05
1.10
1.15
1.20 VERESRWASIM=1.01
AC
S)
and
rule
val
ue)
-Scatter diagram in the North Atlantic.-Pierson-Moskowitz spectrum-Short crested waves with 0.80
0.85
0.90
0.95
Bul
k C
arrie
r (IA
of d
irect
cal
cula
tion
With Heavy weather avoidance VERES Method1 WASIM Method1 VERES Method2WASIM Method2
spreading function cos2θ -Uniform distribution of heading-Only zero speed is to be consideredProper corrections for
8 9 10 11 12 13 140.65
0.70
0.75(R
atio
Hs
WASIM Method2 VERES Method3 WASIM Method3
Zhi Shu August 24, 2010
-Proper corrections for nonlinear effects
Heavy Weather Avoidance
Avoidance of heavy weather based on forecast
• Rule formulation in CSR
without consideration of heavy weather
avoidanceO ti l l• Operational envelopes determined based criteria and the assumption that these criteria be fulfilled during
tioperation• Assessment of operations in
view of sea state forecasts.
• A bias factor of 0 85 isA bias factor of 0.85 is proposed if operational restriction is imposed to avoid heavy weather with Hs>10mHs>10m
Zhi Shu August 24, 2010
Effect of Correlation between global and local loads
, , , , , , , ,1 sp m s c wp oper wp envir wp m wp nl wp st w cP B B Pg M
,
, , , , , , , , ,
1u u cp u
swH m swH st swH c wvH oper wvH envir wvH m wvH nl wvH st wv wvH c
g MP
M B B M
Zhi Shu August 24, 2010
Probability of failure
, , , , , , , ,, 1 sp m s c wp oper wp envir wp m wp nl wp st w c
u u c
P B B Pg M
P
Zhi Shu August 24, 2010 , , , , , , , , ,
p u
swH m swH st swH c wvH oper wvH envir wvH m wvH nl wvH st wv wvH c
P
M B B M
29
Conclusions
it is very important to consider the effect of how to deal with local loads and heavy weather avoidance for bulk carriers in hogging and alternate hold loading condition.
It is found that the failure probability is about 10% of that without consideration of local loads.
Account of heavy weather avoidance can reduce the failure probability to 10% of that without consideration of heavy weather avoidance.
A proper determination and evaluation of resistances and load effects and associated uncertainties of loads and structural capacity are the most important for structural reliability assessment in the ultimate limit state.
Zhi Shu August 24, 2010
References
Shu Z. and Moan T. Ultimate hull girder strength of a bulk carrier under combined global and local loads in the hogging and alternate hold loading condition using nonlinear finite element analysis. Journal of Marine Science and Technology, v.17, no.1, 2012 March, p.94(20)
Moan T., Shu Z. and Jia H. Reliability of Intact and Damaged Ships in the Ultimate Limit State: A Review. Centre for Marine Technology and Engineering (CENTEC) Anniversary Book. CRC Press, Lisbon, Portugal, 2012. ISBN 978-0-415-69808-5.
Shu Z. and Moan T. Reliability analysis of a bulk carrier in ultimate limit state under combined global and local loads in the hogging and alternate hold loading condition. Journal of Marine Structures, v.14, no.1, 2011, p.1-22.
Shu Z. Uncertainty Assessment of Wave Loads and Ultimate Strength of Tankers and Bulk Carriers in a Reliability Framework. Doctoral thesis, Norwegian Unniversity of Science and Technology, 2010.
Shu Z. and Moan T. Effects of Avoidance of Heavy Weather on the Wave-Induced Load on Ships. Journal of Offshore Mechanics and Arctic Engineering, v.130, no.2, 2008.
Zhi Shu August 24, 2010