基于DDAM方法的船舶推进系统冲击响应仿真

简要介绍动态设计分析方法（DDAM）,采用DDAM方法对某船舶推进系统进行抗冲击分析。通过计算得到船舶推进系统三向冲击应力响应云图,总结得出船舶推进系统的抗冲击特性和规律。     

基于MR阻尼器的船用隔离器系统试验研究

随着船舶技术的发展，现代船舶对船用隔离器系统提出了越来越高的要求，即船用隔离器系统应同时具备低频减振和高频抗冲击的能力，这是传统的船用减振器系统所无法做到的．为了解决此问题，本文提出了一种新的船用隔离器系统，该系统由钢丝绳弹簧和磁流变阻尼器相并联组成．文中对该船用隔离器系统的减振和抗冲击性能进行了模型试验研究。减振试验的激振力频率为1-15Hz，力幅为2．94．11．76kN；冲击试验的最大冲击输入加速度为20g，脉宽为10ms，减振试验和冲击试验均采用MTS液压加载系统来进行．试验结果表明，该船用隔离器系统具有较好的减振效果，使用了MR阻尼器后系统得共振峰值被明显的削弱；在冲击试验中，冲击响应的衰减速度随着MR阻尼器的阻尼增加而明显加快，但是MR阻尼器再冲击瞬间的出力特性明显与低频振动情况下不同，MR阻尼器的出力表现为受控制电流强度影响不大．     

Efficient empirical modelling of a high-performance shock absorber for vehicle dynamics studies

This paper develops an intuitive empirical nonlinear dynamic shock absorber model for simulation studies. Unlike other existing dynamic shock absorber models, it does not suffer from the complexity of modelling complex physical behaviour, or the inefficiencies of unstructured black-box modelling. The model consists of an algebraic backbone, which is a function of velocity alone, and a nonlinear low-pass filter, which has been designed based on the observation that the damper can respond more quickly at higher velocities. Due to the simplicity of the model, it can be fitted with data and evaluated quickly. The model was fitted using shock dynamometer test data using a random shock position command. The completed model is then validated using random, sine wave, and bump test data. This analysis shows the strengths and weaknesses of the model and suggests areas for future development.     

Parameter optimization and parametric deviation influence for shock resistance of double-stage vibration isolation system with limiters北大核心CSCD

［Objectives］For marine nuclear power plants, the relative displacement of the pump supported by a vibration isolation system should be strictly restricted. In order to improve the shock resistance of a vibration isolation system with displacement limiters, the parameter optimization and parametric deviation influence are studied. ［Methods］The theoretical model of a double-stage vibration isolation system with typical limiter parameters is established, the analysis of the shock response characteristics of the system is carried out using the direct integration method, the optimal limiter parameters are obtained using a genetic algorithm, and the influence of parameter deviation on the shock resistance of the system is studied. ［Results］Limiter parameters significantly affect the shock response characteristics of the vibration isolation system. The optimal limiter parameters improve the shock resistance of the system, but parameter deviation has a great influence on shock resistance. Based on the influence of parameter deviation, a deviation control strategy is proposed in which the elastic parameter should have a positive deviation and the gap parameter a negative deviation. The simulation results show that the proposed strategy can effectively alleviate the shock resistance degradation caused by deviation.［Conclusions］The results of this study can be used to guide the design, manufacturing and variation control of limiters for vibration isolation systems. © 2022 Journal of Clinical Hepatology. All rights reserved.     

瓦斯爆炸隧道内冲击波特征及衬砌损伤机制数值研究

为探究隧道瓦斯爆炸致灾机制,以成都洛带古镇隧道瓦斯爆炸为工程背景,基于等效爆能理论对隧道内积聚瓦斯进行量化研究,采用LS-DYNA中ALE技术建立与隧道几何结构一致的流固耦合数值模型,以RHT模型模拟衬砌并修正关键参数,研究隧道内冲击波特征并与经验解析式计算结果对比,同时将衬砌损伤特征的数值模拟结果与现场调研情况进行对比。结果表明： 1)流固耦合模型可以再现隧道内的爆炸过程; 2)受衬砌约束,爆炸冲击波在隧道内发生反复、无规则反射,致使其强度剧增、衰减缓慢且流场复杂,曲边墙脚处的反射效应最强; 3)爆心距5 m范围内的衬砌在冲击波剧烈冲压作用下完全破坏,5~10 m的衬砌在较高压、拉应力共同作用下严重受损,10 m外的衬砌主要在较高拉应力下形成损伤裂缝。经对比,衬砌损伤的数值模拟结果与现场情况基本一致。     

Optimal Burn-in and Preventive Maintenance Modeling with Competing Failure Processes

In this article, we assume that the product in the burn-in procedure only experiences continuous smooth degradation process, while in the field operation period the product experiences both continuous smooth degradation process and shock process. The shock process can cause the product not only traumatic failure,but also additional abrupt degradation damage. After the system reliability model and maintenance model have been proposed, the optimal burn-in setting and age replacement duration are obtained under the considering of minimizing the long run average cost rate. A numerical example with the real data is analyzed to illustrate the application of the model.     

基于神经网络的汽车磁流变减振器非参数化建模

结合汽车用减振器的工作特点,按照国产某微型轿车后悬架的技术要求,设计了基于混合工作模式的单出杆单筒磁流变减振器,并进行了实物样品研制。根据流体力学理论,建立混合工作模式下磁流变减振器计算模型,并对磁流变减振器的阻尼力、动态响应时间及其影响因素进行了理论分析。对设计的磁流变减振器进行台架动态特性测试,试验结果表明：单出杆...     

浅埋暗挖车站施工技术

在重庆西部国际会展中心配套施工交通工程高义口车站施工中:施工通道进入车站主体转换施工采用混凝土与工字钢门架相结合的方式;车站主体开挖施工采用周边钻设减震孔的方式进行减震施工;2号风道与车站主体交叉口段施工开挖采用静态爆破方式施工,衬砌采用先交叉口门柱后车站主体衬砌的方式进行。通过以上施工技术顺利实现了复杂环境下浅埋暗挖隧道施工。     

地震下城市高架桥横向偏心碰撞响应与防撞效果分析

为适应材料因温度等因素的变化而产生的横向伸缩变形及其对结构的影响,通常梁体与挡块之间会留有一定间隙。针对城市高架桥中梁体与挡块在强震作用下的横向碰撞现象,建立了考虑上部结构与挡块间偏心距和支座非线性的横桥向单墩碰撞模型。采用非线性地震反应时程分析方法,研究了初始间隙及其大小对桥梁结构横向地震反应的影响,并评估了设置橡胶缓冲垫后的防撞效果。研究结果表明：城市高架简支梁桥横向间隙处的偏心碰撞放大了桥墩的地震需求,通过在挡块内侧安装橡胶缓冲垫,可以大幅减小间隙处的碰撞力,将有效改善桥梁结构的横向抗震性能。