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Safety of maritime operations - loads and responses.
Igor Rychlik
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Outline of presentation
Introduction Marine research in Chalmers Environmental loads Modelling significant wave height Wave loads (Gaussian & non-Gaussian) WAFO Responses (Linear & non-Linear) Risk for capsizing Ongoing projects
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Marine research in Chalmers (SMT) Group of Jonas Ringsberg
Mathematical Sciences cooperate within I & IV.
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Researches on environmental models
Models of Sea state variability Model for the mean value of Hs = 2/365.2 ; Xt(p) = ln(Hs(p)); p=(p1,p2), position; t – time. Model for the covariance function of X(p,t) and encountered Hs; z(t)=X(p(t),t). Application: Estimates of 100-year Hs
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Simulation of encountered Hs:
2/24/20192/24/2019
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Wave loads and responses
Fatigue and extreme responses Wave loads (Gaussian & Second order model) Structural responses linear, quadratic filters Gaussian and non-Gaussian input Goal: Estimation of design values (extreme) and fatigue life Uncertainty analysis
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Ongoing projects (1) No.1: fatigue routing and extreme estimation
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Ongoing projects (2) Investigate crossing of quadratic responses with Laplace Moving Average excitation Thomas Galtier, joint PhD student Chalmers and UBS Vannes. IFREMER
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Ongoing projects (3) Investigation of fatigue in ship details and estimation of extreme responses Non-Gaussian stress models (spectrum, skewness, kurtosis) Structural analysis and stochastic models gives parametric function of operation conditions
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Ongoing projects (4) Chasing uncertainties
Uncertainties in material related parameters Chaos expansion for parameters in models (wave loads and responses) Variability of load condition For North Atlantic DNV uses 3 parameter Weibul model The DNV model gives about 50% smaller expected damage per sea state then observed. Another methods are needed. We use more detailed model for Hs variability, presented before.
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