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文章以中散公司现役散货船测厚报告中的数据资料为基础 ,对船体横向构件蚀耗率的数字特征进行了估算。给出了各构件蚀耗率的概率密度曲线、概率分布曲线及超概率分布曲线 ,为散货船船体结构的强度评估和修理提供参考。 相似文献
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船体结构的蚀耗导致船体构件的故障,这种故障是一种渐发的过程。本文通过对船体壳板蚀耗测量数据的统计分析,建立了概率模型,并给出了一些可靠性的计算方法。根据实船的测量数据给出一些船型的可靠寿命曲线。 相似文献
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点蚀损伤船体结构板的极限剪切屈曲强度研究 总被引:1,自引:0,他引:1
腐蚀损伤导致船体结构板的极限承载能力大幅度下降。文章采用腐蚀体积描述板的点蚀损伤程度,模拟船体结构板的点蚀损伤形态,在点蚀损伤板模型中变化板的厚度、点蚀数目、点蚀直径以及点蚀分布等要素,实施系列有限元数值模拟计算,在进行理论分析的基础上,采用统计学方法,建立了点蚀损伤板极限剪切屈曲强度的评估方法,得到了点蚀损伤板极限剪切屈曲强度的计算公式。从而确立了基于腐蚀体积的点蚀损伤船体结构板极限剪切屈曲强度的评价技术,可为在役海船点蚀损伤后的安全性评估提供有效的技术手段。 相似文献
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针对船体结构疲劳试验的小样本特点,探讨了确定船体结构疲劳寿命分布模型和建立疲劳性能曲线的贝叶新斯方法。该方法将先验信息与样本信息加以综合得到后验概率,将统计推断建立在后验概率的基础上,减小了因样本短而带来的统计分析误差,获得比传统方法更可靠的结果。 相似文献
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本文提出了按给定展开宽度进行船体外板展开计算的方法。其计算结果提供船体纵向板缝在横向板缝上的坐标、该块外板上横向板缝的曲线长度、按给定展开宽度展平外板的简易图形及其必要的数据。该方法将船体板缝放样和外板展开结合一起进行,为船体施工提供更多方便。 相似文献
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《江苏科技大学学报(社会科学版)》2017,(4)
点蚀损伤常发生于船体结构,将会造成结构的局部缺失而影响船舶结构的安全性.针对船体结构的基本构件加筋板,采用非线性有限元法研究轴向压力下点蚀损伤对其极限强度的影响,考虑点蚀位置、直径、数目、深度、点蚀损失体积等影响因素,分析船体加筋板极限应力和屈曲失效模式,获得结构的极限强度,拟合影响因素和加筋板极限强度的关系曲线,定性分析了点蚀损伤对加筋板的破坏.结果表明,点蚀损伤削减了加筋板极限强度;点蚀影响因素(点蚀直径、数目、深度、损失体积)对含点蚀损伤加筋板极限强度的影响近似呈现非线性的二次单调函数关系. 相似文献
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采用非线性有限元法对中拱和中垂工况条件下碳纤维增强聚合物(Carbon Fiber Reinforced Polymer, CFRP)修复的浮式生产储卸油装置(Floating Production Storage and Offloading, FPSO)点蚀船体梁极限强度进行仿真分析。对比FPSO的完整船体梁、点蚀船体梁和CFRP修复的点蚀船体梁的中拱极限弯矩和中垂极限弯矩,分析CFRP对FPSO点蚀船体梁的修复效果,并分析胶层失效规律。结果表明,CFRP可为船舶的高效修复提供一种新的方式。 相似文献
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Probabilistic modelling of the ultimate strength of ship plates with non-uniform corrosion 总被引:1,自引:0,他引:1
A. P. Teixeira C. Guedes Soares G. Wang 《Journal of Marine Science and Technology》2013,18(1):115-132
This paper presents the results of a parametric study of probabilistic modelling of the ultimate strength of ship plates with non-uniform corrosion represented by random fields. The load-shortening behaviour of the plates with non-uniform reduction of thickness due to corrosion under longitudinal compression is obtained using a general-purpose nonlinear finite element analysis program. A nonlinear time-dependent corrosion model is used to define the probabilistic characteristics of the random fields based on corrosion data measured in plate elements at different locations of bulk carriers. Based on the probabilistic models derived by Monte Carlo simulation, equations to predict the mean and the 5 % characteristic value of the ultimate strength of plates with non-uniform corrosion are developed. Finally a regression equation is proposed to take into account the effect of non-uniform corrosion patterns in the predictions of the ultimate strength of plates with uniform corrosion. 相似文献
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《船舶与海洋工程学报》2017,(3)
This study aims to examine and analyze the effect of corrosion wastage on the ship hull of a double hull very large crude oil carrier. To calculate the ultimate bending moment capacity, along with the neutral axis position at the limit state, section modulus, and moment of inertia, the incremental-iterative method is employed. This paper also considered the residual strength checking criteria of ship hull and the ultimate stress behaviors of the representative structural elements. Then, Paik's probabilistic corrosion, which employs two levels of corrosion rate and three different assumptions of coating life time, is applied to assess the corrosion effects. The calculation results obtained through relevant analyses are also presented. 相似文献
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针对船用冷凝器的主要失效模式-冷却管点蚀穿孔,用Gumbel分布拟合冷凝器冷却管最大腐蚀深度的概率分布,用长磨合期磨损速度公式拟合呈指数衰减形式的冷却管腐蚀速度,通过对最早泄漏时间预测值时刻的可靠度赋值,得到满足期望可靠度的最大腐蚀深度估计值及腐蚀剩余寿命.基于积累的腐蚀数据和船用冷凝器剖管分析报告,进行了实例计算.该方法是对腐蚀数据统计分析理论及腐蚀寿命预测理论的合理补充,且在确定设备检修时间及报废时间方面具有一定的应用价值. 相似文献
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Locally pitted tubular members are usually considered as stub columns to assess the ultimate strength. However, it is not suitable for those with relatively larger slenderness ratios as their failure behavior is more complex and closely related to corrosion features of localized pitting. This paper presents compressive column tests on locally pitted tubular members of a moderate slenderness ratio. Corrosion pits were artificially introduced on local surface of the members, forming corrosion patches with various corrosion features. A numerical modelling method was proposed to reproduce the test specimens. Localized pitting damage was proven to cause substantial declines in the load deformation capacity and ultimate strength, and have a significant effect on the failure mode. The failure of a pitted member is mostly initiated by local buckling after yielding occurs in the corrosion patch, concurrent with pitting closure, and even shear cracking of member wall due to the perforated pits. Moreover, shape change of the corrosion patch most likely results in the failure mode to alter from column buckling to local buckling or interactive buckling. The shape ratio of the corrosion patch is one of the critical factor to influence the ultimate strength of locally pitted members. The proposed modelling method is applicable for extensive stochastic simulations so as to develop an empirical formula and to clarify the probabilistic characteristics of ultimate strength. 相似文献
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The statistical characteristics of corroded steel plate surfaces exposed to marine environments are of interest for assessing longer term structural safety and integrity using probabilistic methods. This requires information about the variability of corrosion loss and pitting over surfaces. The present paper reports on the observed statistical character of the surfaces of 10 large (1.2 m × 0.8 m × 3 mm thick) steel plates exposed in temperate climate marine immersion, tidal and splash zones for 2.5 years. For the analysis the plates were cut into smaller segments that were mechanically scanned to obtain digitised surface topographies. These were then analysed to estimate the correlation structure and the standard deviation of the surface topography. Considerable differences were found for these and for the mean corrosion loss between different exposure zones. For any one segment the surface topography was found to be highly statistically dependent, implying that smaller coupon sizes can provide adequate estimates of corrosion loss. From this it may be inferred that the deepest pits are not statistically independent as commonly assumed in extreme value statistical representations. 相似文献
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This paper aims to assess the uncertainty on the extreme mooring loads of floating system considering short-term variability. Two environmental contour approaches based on the inverse First and Second Order Reliability Methods are employed to identify critical sea states that may give rise to extreme loads. The uncertainty related to the construction of environmental contours is addressed including significant differences due to marginal distribution fitting, parameter estimation methods and joint models. Three measured datasets are analysed using a known conditional joint distribution and proposed mixed copula model. 3-h time domain numerical simulation for each sea state is conducted and the characteristic extreme responses of mooring lines subjected to design loads are assessed. The uncertainties due to various statistical models including the average conditional exceedance rate method as well as global maxima, peak-over-threshold method combined with Gumbel distribution, Generalized Extreme Value distribution, Generalized Pareto distribution and 3-parameter Weibull distribution are investigated and quantified. It is observed that marginal distributions, joint models and parameters estimation methods have apparent effect on design loads estimation, and the extreme tensions of the semi-submersible platform shows significant difference using various probabilistic models. The results indicate that those epistemic uncertainties should be account for in the reliability analysis or safety factor calibration for mooring systems. 相似文献