基于流固耦合计算的科里奥利质量流量计计算机辅助设计

科里奥利质量流量计(CMF)是一种海洋石油和天然气工业广泛应用的仪器。本文开发了一种运用有限元进行CMF的流固耦合模态分析以及振动分析的数值模拟方法,并用直管CMF的实验数据和分析数据相比较,验证该方法的可行性和准确性。在此基础上,提出两种新型的CMF模型,用开发的数值模拟方法对其进行结构尺寸以及检测点布置对灵敏度的影响等分析。该数值模拟方法为新型CMF的计算机辅助设计指明了方向。     

考虑沟槽深度及土体吸力影响的SCR与海床土体循环作用分析

悬链线立管与海床土体的相互作用对立管的疲劳寿命影响很大,而管土作用的机理又十分复杂,海底沟槽以及海床土体吸力都会对立管力学特性产生影响,文章以Aubeny等提出的管土作用完整P-y曲线为基础,在有限元分析软件ANSYS中采用非线性弹簧模拟海床土体,计算中考虑了土体吸力;模拟了三种位移幅值下管土循环作用时沟槽深度的变化,分析了沟槽段各点弯矩及应力随深度的变化规律,同时对比了三种情况下管道最深点的弯矩及应力随加载时间的变化关系,为进一步分析管土循环作用提供了参考。     

竖向弹性地基梁法与假想嵌固点法在砂性地基高桩码头设计中的应用*

研究了在砂性地基中采用竖向弹性地基梁法和假想嵌固点法分别定义桩土间相互作用的边界条件.以某港口工程项目为例,运用SAP2000结构分析软件,计算、比较并分析了这两种方法模拟桩土相互作用时码头横向排架中各桩的桩身变位和弯矩值.结果表明:在砂性地基中(桩为摩擦桩的情况),以假想嵌固点法计算得到的结果作为设计依据的做法偏危险;建议采用竖向弹性地基梁法,此法更为安全可靠.     

Motorcycle-based adolescents’ travel behaviour during the school morning commute and the effect of intra-household interaction on departure time and mode choice

We hypothesise that intra-household interaction influences home departure time and mode choice for the morning commute. In Indonesia, over 71% of vehicles on the road are motorcycles. This fact increases the significance of household interaction in influencing transport mode choice since the simplicity of the motorcycle allows a great degree of versatility in regard to multiple family member transport. To emphasise this point, our study focuses on the unique travel behaviour of adolescents during the school morning commute which, due to the use of the motorcycle, is a combination of the travel behaviour of accompanied children and escorting adults. Our study discovers that adolescents are likely to shift their school arrival time very early or close to the designated starting time in relation to motorcycle-based parental escort to school. In regard to mode choice, adolescent students prefer to be escorted by motorcycle rather than take public transport.     

多轴车桥耦合振动模型的Fourier级数求解方法分析

文章以某高速公路40m简支T梁为研究对象,基于结构动力学原理推导了多轴车桥耦合振动系统的系统振动微分方程,并求解出微分方程时变激振力的Fourier级数表达式,同时基于模态叠加法得出结构动力响应的解析表达式,对该简支T梁在不同过桥车速、不同车辆车轴布置以及不同车辆车轴超重情况下的结构动力响应进行参数分析。     

The VOCO multi-body software in the context of real-time simulation

The railway multi-body software developed for more than 20 years by INRETS (now IFSTTAR), under the name VOCO^®, has been dedicated from the origin to highly nonlinear elements, such as the dry friction dampers of freight bogies and the wheel–rail contact based on measured profiles. A second important step has been the discovery of a particular method in order to simulate on sinuous tracks. In the aim of industrial applications, the specification has always been to reach the goal of real time. Although it is not possible in all the cases, the recent non-Hertzian contact development is allowing real-time simulation to be achieved.     

植物护坡对边坡稳定性作用机理研究综述

在综合国内外植物护坡研究的基础上,对边坡稳定性作用机理进行了详细的介绍:一是从水文效应和力学效应两个方面,对根系固土护坡机理进行了详细介绍,并着重从根-土相互作用、根增强理论模型等方面论述了植物根系固土护坡的力学效应;二是在根增强的理论方面,从根的拔出和根的拔断两个方面分析了根的增强作用;三是从加筋理论和锚固理论两个方面介绍了根系对边坡稳定性的影响,并针对目前的研究现状,提出存在的问题,探讨了植物根系固土护坡研究的发展方向。     

弹性接触下车辆—变截面梁桥竖向振动分析

基于Hertz弹性接触理论,分别推导了变截面梁单元和车辆动力方程,然后根据分析目的提出了系统方程组装和求解思路,解决了传统分析中“车轮密贴”假设和结构简单的不足.新方法系统质量和阻尼矩阵不再时变,采用Newmark-β方法直接求解,不需迭代,并采用自动半步长法准确确定接触状态发生改变时刻.数值算例表明,新方法能更为精细分析系统动力响应,并能准确模拟脱离现象.应用新方法分析了两种不同车辆模型对耦合系统动力响应的影响,结果表明:整车模型能直接准确获得车辆动力响应;若采用集总车辆模型,可采用将其前后两簧上质量加速度平均的方法近似评估车体加速度.     

地震条件下抗滑桩时程分析计算法中动力地基系数研究

目前,在建筑物基础梁板、桩基础、抗滑桩的静力问题中广泛采用弹性地基梁法,地基梁法的地基系数可由试验方法、查表法等方法得到。但对于地震作用下的抗滑桩地基梁法,有关动力地基系数的研究尚存在不合理和不易确定的弱点。基于微分薄层法,通过对地震条件分层土压力的计算分析,提出了将动力条件的不同位移下的被动土压力和主动土压力与动力地基系数相联系的方法,与其他方法相比较,具有简单而又合理的特点,便于应用。     

A comparative study of the dynamic behaviour of a fast patrol boat travelling in rough seas

This paper describes a comparative study between full scale measurements recorded on a fast patrol boat encountering heavy winter seas, south of the Isle of Wight and theoretical predictions accounting for the slamming behaviour of the flexible hull. A hydroelastic approach is adopted and satisfactory agreement between measured and predicted responses demonstrated.