船体梁纵向弯曲极限强度的不确定性

IF 0.7 4区 工程技术 Q4 ENGINEERING, MARINE International Journal of Maritime Engineering Pub Date : 2022-11-28 DOI:10.5750/ijme.v164ia2.1157
Shen Li, Do Kyun Kim, J. Ringsberg, B. Liu, S. Benson
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引用次数: 0

摘要

船体梁强度的工程建模通常分为全局和局部两个层次。smith型递进式倒塌方法是这类方法的典型例子,在这种方法中,全局模型需要从具有支撑局部结构行为的局部模型输入,即荷载缩短曲线(LSC)。然而,由于基本变量的统计变异性(任意不确定性)和工程模型在全球和局部层面的不充分(认知不确定性),建模容易产生不确定性。前者可以通过概率抽样很好地解决,而后者对于船体梁强度的处理缺乏既定的方法。认知不确定性可以有不同的来源。在船体梁强度建模中,这可能部分表现为预测LSC的局部工程模型选择不同所造成的影响。鉴于此,本研究采用概率方法对与局部模型相关的不确定性进行调查和量化。所采用的方法是结合蒙特卡罗模拟的smith型渐进崩溃法和自适应LSC算法的混合方法。对四艘商船的实例分析表明,与横弯和水平弯曲相比,下沉时的极限强度具有最大的计算不确定性。在双轴载荷情况下,竖向弯曲的计算不确定性将随着水平弯曲的增加而抵消。然而,这种变化并不与双轴载荷分量比成正比,而且在不同船型之间有明显的差异。本研究提供的见解和数据可能最终解决船体梁强度建模中的认知不确定性。对于改进基于极限状态的可靠性分析中强度模型不确定度的评定也有一定的意义。
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Uncertainty Of Ship Hull Girder Ultimate Strength in Longitudinal Bending
The engineering modelling of ship hull girder strength usually consists of global and local levels. The Smith-type progressive collapse method is a typical example of this kind, in which the global model requires input from the local model with the underpinning local structural behaviour, i.e., load-shortening curve (LSC). However, the modelling is prone to uncertainty due to the statistical variability of the basic variables (aleatoric uncertainty) and the inadequacy of engineering models in both global and local levels (epistemic uncertainty). The former can be well tackled by a probabilistic sampling, whereas dealing with the latter for ship hull girder strength lacks an established approach. There can be different sources of epistemic uncertainty. In the modelling of ship hull girder strength, this may be partially manifested as that caused by different choices of local engineering models for predicting the LSC. In the light of this, a probabilistic method is applied in this research to investigate and quantify the uncertainty related to the local models. The adopted approach is a hybrid method incorporating the Smith-type progressive collapse method with Monte-Carlo Simulation and an adaptable LSC algorithm. Case studies on four merchant ships show that the ultimate strength in sagging is subjected to the most significant computational uncertainty as compared with those in hogging and horizontal bending. In a bi-axial load case, the computational uncertainty estimated for vertical bending will be counteracted as the horizontal bending increases. Nevertheless, this change is not directly proportional to the bi-axial load component ratio and appreciably varies between different ship types. The insights and data provided by this study may eventually resolve the epistemic uncertainty in the modelling of ship hull girder strength. It would also be useful to improve the ultimate limit state-based reliability analysis with regards to the strength model uncertainty evaluation.
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来源期刊
CiteScore
1.20
自引率
0.00%
发文量
18
审稿时长
>12 weeks
期刊介绍: The International Journal of Maritime Engineering (IJME) provides a forum for the reporting and discussion on technical and scientific issues associated with the design and construction of commercial marine vessels . Contributions in the form of papers and notes, together with discussion on published papers are welcomed.
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