疲劳裂纹扩展模型中表征裂纹闭合水平参数的确定

借助7075-T 6铝合金、6013铝合金以及0.45w t%碳钢的疲劳试验数据,结合上述材料的力学性能参数,通过非线性最小平方拟合方法,研究了表征裂纹闭合水平参数k对疲劳裂纹扩展率的影响。研究结果表明,对于宏观裂纹范围内的疲劳裂纹扩展,参数k只要大于某个值就对疲劳裂纹扩展率无影响;而对于小裂纹阶段的疲劳裂纹扩展,参数k对疲劳裂纹扩展率的影响较明显,因此参数k的大小主要取决于小裂纹扩展数据。依据0.45w t%碳钢疲劳试验数据,相应参数k的建议值为6 000m-1。     

单壳船舷侧结构的碰撞分析

给出一种计算船体结构基本构件——梁、板耐撞性的简化分析方法,并将该方法应用于单壳船舷侧结构的碰撞分析。讨论了球鼻首撞击作用下单壳船舷侧结构的总体破坏模式及其渐进破坏过程,提出了计及渐进破坏过程的碰撞损伤简化计算方法。实例计算结果表明:该简化分析方法能对单壳船舷侧结构的耐撞性作出合理的预报,可应用于船舶设计阶段船体结构耐撞性能的评估。     

舰载C^3I系统战损快速评估决策支持系统框架设计

根据决策支持系统的基本设计原理,提出了舰载C^3I系统战损快速评估决策支持系统的设计方案,并对于设计原则、总体结构以及功能模块进行了详细的论述。根据系统功能特点和舰载C^3I系统实际,从设计开发的要求入手,对系统的数据库系统进行了设计,并提出了具体的设计要求。     

基于SVM模型的船舶油污损失估算

将SVM引入了船舶油污损失赔偿额的估算中,通过从历史船舶溢油事故案例中选取了十组样本数,以污染损失赔偿额与影响因子集作为训练样本,建立了船舶溢油事故污染损失额估算的SVM模型。并对SVM模型进行仿真训练学习,并将训练好的神经网络应用于对相关案例的估算。研究结果表明应用SVM方法进行溢油损失估算结果客观、可靠,为船舶油污索赔和环境保护提供了有力的理论依据。     

可调结构的船舶适装货品检索系统设计

介绍可调结构的船舶适装货品检索系统的功能设计、可调指标结构设计、船舶适装检索处理设计等相关实现技术,实际应用表明,系统具有较大的灵活性,能适应船舶检验业务的多种处理需要。     

含裂纹及腐蚀损伤FPSO结构剩余极限强度评估方法研究

裂纹及腐蚀损伤对于浮式生产储油卸油装置（FPSO）结构来说难以避免,这将削弱结构的极限强度,所以研究含裂纹及腐蚀损伤FPSO结构的剩余极限强度意义重大。目前针对裂纹及腐蚀损伤联合作用下FPSO结构剩余极限强度的研究相对欠缺,本文采用非线性有限元分析方法,研究了不同腐蚀及裂纹损伤组合形式下FPSO结构剩余极限强度的衰减规律。结果表明,腐蚀与裂纹损伤均导致极限强度线性衰减,并且腐蚀损伤对极限强度的影响远大于裂纹损伤。研究结果对FPSO结构的设计、维护与延寿具有一定的参考价值。     

连云港港区供水管漏损的主要原因及其防治

分析连云港港区供水管道漏损的主要原因,并针对该港区采用混合石料填筑形成陆域的特点,从选材、施工、使用管理等方面,提出防治措施。     

Recent sedimentary study of the shelf of the Basque country

The Northern Iberian margin of the Spanish Basque country (provinces of Gipuzkoa and Viscaia) is characterized by a narrow continental platform, which receives inputs of riverine particulate matter from the numerous riverine systems located within the Basque country. This particulate matter is subsequently deposited within the Bay of Biscay, and Gouf de Capbreton [Frouin, R., Fiuza, A.F.G., Ambar, I., Boyd, T.J., 1990. Observations of a poleward surface current off the coasts of Portugal and Spain during winter. Journal of Geophysical Research 95 (C1), 679–691]. The main goal of this study is to establish a map of the surface sediment distribution of the Basque continental shelf and more specifically to map the muddy patch located at the eastern side of that continental shelf.Three oceanographic cruises were conducted in 2003 and 2004. From these campaigns 340 surface samples, 12 short cores and 3 gravity cores have been collected over the mid and outer shelf from depths ranging between 50 m and 150 m deep. 3 seismic profiles were obtained across the shelf mud patch using a Sparker device.Sediment grain-size analyses were performed by the classical physical method of sieving and use of settling columns. The POC (Particular Organic Carbon) amounts in sediment and water samples were determined using the Strickland and Parsons' method [Strickland, J.D.H., Parsons, T.R., 1972. Determination of particulate carbon. In : A practical handbook of seawater analysis. Fisheries ResearchBoard of Canada, Ottawa, pp. 207−211] as adapted by Etcheber [Etcheber, H., 1981. Comparaison des diverses méthodes d'évaluation des teneurs en matières en suspension et en carbone organique particulaire des eaux marines du plateau continental aquitain. Journal de Recherche Océanographique VI (2), 37−42]. Radioisotopic measurements (²¹⁰Pb_exc) were made using a semi-planar germanium detector coupled to a multichannel analyser. Radiographical analysis was performed with an X-ray equipment (SCOPIX®) coupled with a radioscopy instrumentation and processing unit.Firstly, a detailed sedimentological map of this shelf has been produced and secondly, geophysical surveys have precisely mapped the geometry of the main mud patch on the continental shelf. In the mud patch itself the rates of sedimentation are between 0.13 and 0.50 cm yr^− 1. The maximum rate of sedimentation is located in the central mud patch, whereas the minimum rate of deposition occurs close to the rocky outcrops. These results seem to be in agreement with the estimation of the total thickness of the mud patch revealed by seismic profiles. The central part corresponds to the maximum thickness of 7 m.Interpretations of the associated oceanic current forcing factors (current direction, wave fetch and wind directional modes) relating to the identified sediment depositional zones are also undertaken.     

一种基于灵敏度矩阵进行桥梁损伤识别的方法

重点研究了一种基于灵敏度矩阵对桥梁进行损伤识别的方法。基于振动分析的矩阵摄动理论,首先讨论了求取模态参数对结构物理参数灵敏度矩阵的方法,形成灵敏度矩阵的过程中避免了偏微分计算;基于灵敏度矩阵,建立了桥梁的损伤识别模型,并给出了此模型具体的求解方法;然后利用Guyan缩减的方法来缩减结构的模态自由度,保证了在进行损伤识别的过程中利用较少的模态参数,进而提高了方法的实用性;最后把所述方法应用于三跨预应力混凝土连续箱梁桥的实际损伤诊断工程。结果表明,利用所述方法进行预应力混凝土连续梁桥的损伤识别是有效的。     

CRTSⅢ型减振板式轨道垫层刚度限值研究

为研究CRTSⅢ型减振板式轨道减振垫层刚度对自密实混凝土耐久性的影响,应用弹性地基梁-实体有限元模型,以减振垫刚度限值为研究对象,考虑列车荷载与正温度梯度共同作用,计算不同垫层刚度下自密实混凝土的拉应力、裂纹分布及宽度、耐久性损伤度。结果表明,随减振垫层刚度减小,自密实混凝土层拉应力、裂纹数量、裂纹宽度及耐久性相对损伤度均逐渐增大;依据自密实混凝土层耐久性要求,得到减振垫层的面刚度下限值为20 MPa/m。