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661.
This paper reviews the importance of uncertainties in hull girder loads influenced by flexible fluid structure interactions. The focus is on developments in the field of hydroelastic modelling, simulation and model tests of practical relevance to the prediction hull girder wave load predictions and their validation. It is concluded that whereas hydroelastic methods for use in design development and assessment become increasingly useful, challenges in realizing and modelling uncertainties can be attributed to: (1) the limitations of numerical methods to suitably model nonlinearities; (2) the ambiguity of model tests; and (3) the systematic use of data emerging from computational, model- or full-scale methods. An approach is recommended to assess the uncertainty in the hydroelastic responses to wave loading and an example is provided to demonstrate the application of the procedure.  相似文献   
662.
Wave-induced vessel motion prediction plays a critical role in ensuring safe marine operations. The operational limiting criteria can usually be calculated by applying presumed linearized vessel motion transfer functions based on the specified vessel loading condition, which may deviate from the real vessel condition when the operation is executed. Reducing the uncertainties of the onboard vessel loading condition can therefore improve the accuracy of vessel motion prediction and hence improve the safety and cost-efficiency for marine operations. However, parameters related to the onboard vessel loading condition can be difficult to measure directly, such as the center of gravity and moments of inertia. In addition, the hydrodynamic viscous damping terms are always subject to significant uncertainties and sometimes become critical for accurate vessel motion predictions. A very promising algorithm for the tuning of these important uncertain vessel parameters based on the unscented Kalman filter (UKF) that uses onboard vessel motion measurements and synchronous wave information was proposed and demonstrated previously by application to synthetic data. The present paper validates the UKF-based vessel seakeeping model tuning algorithm by considering measurements from model-scale seakeeping tests. Validation analyses demonstrate rational tuning results. The observed random errors and bias in relation to the measurement functions due to the applied simplification and linearization in the seakeeping simulations can lead to biased tuning. The importance of designing the state space and the measurement space is demonstrated by case studies. Due to the nonlinear relationship between the uncertain vessel parameters and the vessel motions, the tuning is shown to be sensitive to the mean state vector and selection of the surrounding sigma points.  相似文献   
663.
A coupled analytical-numerical approach has been developed that allows one to study the hydrodynamic responses of breakwaters of arbitrary geometry that have multiple OWCs with horizontal openings. The approach incorporates the eigenfunction of the OWC fluid domain into the boundary element method, which automatically satisfy the boundary condition at the OWC opening. As a result, the exact geometry of the OWCs no longer needs to be modelled and the number of elements will be largely reduced especially when dealing with 3D breakwaters. With the present approach, a class of 2D OWC-integrated breakwater concepts in existing literature was simulated for validation and parametric study. The approach was then applied to the 3D breakwater with multiple OWCs under slender OWC assumptions, and the numerical results obtained are compared to data from a reduced scale model test. The 2D case studies show that the present approach is able to generate accurate results on reflection and transmission, wave loads, and energy extraction efficiencies with a higher efficiency than conventional boundary element method. Comparison of 3D results with the model test results shows that the prediction of the natural frequency and the wave reflection and transmission coefficients are in good agreement.  相似文献   
664.
王飞 《现代隧道技术》2022,(1):176-182and194
富水砂卵石地层中基坑降水始终是工程界较大的难题,文章针对兰州强透水深厚砂卵石地层超深竖井降水进行了理论计算和模型试验研究,研制了一套有效的模型试验系统,配置了砂卵石土体相似材料,并重点研究了基底注浆加固对基坑降水的影响。研究结果表明:(1)黄河对基坑降水有重要的影响,靠近黄河一侧降水漏斗曲线陡直,远离黄河一侧降水漏斗曲线平缓;(2)基底注浆降低了水力梯度,提高基坑施工安全性,可有效减少基坑内抽水量,但对于坑外抽水量作用不大;(3)基底加固区渗透系数存在最优值,对于该工程,建议取1×10^(-6)m/s为加固区目标渗透系数。  相似文献   
665.
IotroductionArtificialneurainetWork(ANN)isahadofinformatboProcessingsystem.ItconsistsofrnanprocessingwtwhichareWandsbolyconnectedoneanothetarerstudying,AN'NcangetinfbrmatiofromtrainjngdaaandcancoirectiyfulunthenoIiljnarmappinghominPuttooutPu.Furthrmore,theest8blishedmodelofANNcanbeusedtopredicttheinfluenceofinputparamt6rsonoutPutvaines.AN'NtechnulgyhasbeenwidelyusedinmaterialandheatndelltdisciPllnebecauseofthepropertieswttonedabove.VNaIayanatai[llusedaneurainetWorktOestirnatehottorsi…  相似文献   
666.
珠三角高速公路管理信息系统的建立,给我们的收费管理工作提供了有效的支持,但与此同时,各系统中的独立信息成了管理人员的又一难题。为解决这一问题,文中通过使用微软DNA模型实现面向信息集成的信息管理系统,为企业应用集成(EAI)提供实现的可能性。  相似文献   
667.
由于船舶结构整体几何形状具有内在的应力奇异性,其有限元分析结果的评估并不明确。通过对一个简单平面直角十字形拐角结构上的奇异性和裂纹尖端的奇异性进行分析,提出简化后的经验法则及一个直接的计算方法,用于计算裂纹的应力强度因子和基于S-N曲线疲劳分析中的应力集中系数。同时对结构中奇异点处应力场性质提出认识,对其有限元分析方法中网格的划分提供基础。  相似文献   
668.
港珠澳大桥珠海连接线拱北隧道工程预支护体系采用管幕法与人工冻结技术相结合的全新"管幕冻结法"施工。根据工程实际情况,首次提出了在管幕钢管内部布置"圆形主力冻结管"、"异形加强冻结管"和"升温盐水限位管"三种特殊管路构成的冻结方案。为了研究该冻结方案的有效性与可控性,进行了大型物理模型试验。文章主要介绍了模型试验概况,重点分析了开挖前积极冻结阶段冻结的试验效果。试验结果表明,积极冻结阶段冻土帷幕发展显现了预期规律,冻结效果显著;管幕间形成良好的冻土帷幕,可确保良好的止水效果。  相似文献   
669.
主要阐述了具备自航能力的自升式海上风电安装船在船型设计阶段的模型试验和计算分析,为相似船型和类似海洋工程装备的设计研究提供了参考.  相似文献   
670.
李盛雄  张经纬 《船电技术》2014,(6):21-23,38
本文针对中高频条件下的铁耗计算,用三种常用铁耗计算方法对某硅钢片在中高频条件下的损耗曲线进行了计算,对比分析了这三种铁耗计算方法的误差,给出了三种方法的一般适用范围,同时对Bertitto分离铁耗计算方法的损耗系数进行了修正.  相似文献   
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