Effect of the nonlinear vertical wave-induced bending moments on the ship hull girder reliability

被引:30
|
作者
Gaspar, B. [1 ]
Teixeira, A. P. [1 ]
Guedes Soares, C. [1 ]
机构
[1] Univ Lisbon, Inst Super Tecn, Ctr Marine Technol & Ocean Engn CENTEC, P-1699 Lisbon, Portugal
关键词
Ship structural reliability; Hull girder ultimate collapse; IACS common structural rules (CSR); Nonlinear wave-induced bending moments; Long-term extreme value distribution; STRENGTH; TANKERS; LOADS;
D O I
10.1016/j.oceaneng.2015.12.005
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
In the present paper the effect of the nonlinear vertical wave-induced bending moments on the ship hull girder reliability is evaluated. A chemical tanker for which the nonlinearity of the vertical wave-induced bending moments was found to be significant is adopted as case study. The nonlinear effects on the vertical wave-induced bending moments of the chemical tanker are accounted for in the reliability assessment problem through model correction factors, which are estimated using direct calculation methods based on linear and nonlinear strip theory formulations and the most likely response wave method. It is verified that the design formulation presently used to define the hull girder vertical wave induced bending moments underestimates the magnitude of the nonlinear effects. The more accurate predictions provided by the direct calculations methods show that the actual hull girder reliability in sagging is significantly smaller. Possible modified design solutions for the midship cross-section of the chemical tanker are evaluated in order to demonstrate the impact of the increase of the nonlinear vertical wave-induced bending moment in sagging in terms of structural design criteria. (c) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:193 / 207
页数:15
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