船用夹层板芯材的动态力学性能实验研究

基于分离式霍普金森压杆实验装置,对船用夹层板系统(SPS)的芯材-聚氨酯弹性体的动态力学性能进行了实验分析。在实验满足一维、均匀性的前提下,计算得到了聚氨酯弹性体在不同应变率下的应力—应变关系,讨论了试样尺寸对结果的影响;考虑聚氨酯弹性体不同于金属的动态力学性能,以及准静态力学性能与动态力学性能的差异,确定运用朱—王—唐(ZWT)方程描述聚氨酯弹性体的本构关系,能够准确反应聚氨酯弹性体的非线性粘弹性特性,拟合结果与实验结果吻合较好。     

精细积分法在结构碰撞中的应用研究

地震会引起相邻结构发生碰撞,导致结构损伤甚至倒塌。为更准确研究结构的碰撞问题及影响,文中将精细积分算法用于结构碰撞的求解中,并进行了公式推导和算例验证。结果表明,精细积分法对于结构的碰撞问题是适用的,并有无条件稳定、精度高和受时间步长限制小的优点。     

皮肤组织的热力学行为表征:Ⅱ.黏弹性行为

目的检验关于胶原蛋白是皮肤黏弹性主要决定因素的假设,重点考察皮肤组织在动态载荷下的热力学性能。方法采用不同的热加载实现皮肤组织中胶原质不同程度的热变性;使用差示扫描量热仪检测胶原质的热变性及其热稳定性,并通过热损伤积分方程分析了胶原质的热稳定性;采用动态热力学分析仪表征了温度和皮肤胶原质损伤对皮肤黏弹性特性的影响。结果由于水份的流失,储存模量随温度的升高而显著增大;与此相反,功耗因子却呈现出明显的温度不敏感性。结论热损伤和热变性程度对皮肤黏弹性性能的影响与温度的影响相类似,表明在恒定的频率下胶原蛋白分子的热变性对皮肤的黏弹性行为影响很大。     

八达岭长城站小净距三洞隧道中岩柱受力特性与支护优化研究

小净距隧道的中岩柱厚度小且多次受到施工扰动,因此,如何保证其在施工过程中的稳定性是工程的重点与难点。 以八达 岭长城站为背景,采用Midas GTS软件对不同隧道净距下的中岩柱受力特性进行研究,并对加长锚杆长度、对拉锚杆预应力及其环、 纵向间距等中岩柱支护参数进行对比分析,结合现场监测结果验证优化后支护方案的可行性。 结果表明: 1)随着隧道净距的减 小,中岩柱最大竖向应力显著增加,其承载范围逐渐由中部核心区域向边墙底部附近转移; 2)初期支护效果随着对拉锚杆预应力 增加而增强,随着对拉锚杆环、纵向间距的增加而减弱; 3)当隧道净距为2.33 m时,中岩柱支护效果随着加长锚杆长度的增加而增 强;当隧道净距为3.88 m和5.44 m时,支护效果随着加长锚杆长度的增加呈先增强后减弱的趋势。     

Numerical Study of the Plastic Behaviour of a Low Alloy Steel during Phase Transformation

IntroductionItiswellknownthaphasetrapsformationsplayanimPortantroleontheresidualstressesandstrainsinducedbythermalprocessessuchasweldingandquenching.lnthispaPer,wefocusourattentiononthebehaviourofsteelsduringphasetransformations.AtheoreticalaPproachhasbeenachievedbyLeblondetal[1]andhasledtOamacroscopicmodelinthecaseofideal-plasticphases[2][3].Thenthemodelhasbeengeneralizedtotakestrainhardeningphenomenaintoaccount[4].ThetheoreticalaPproachhasbeenassessedandcompletedusingflniteelementsimulati…     

Suspension parameter estimation in the frequency domain using a matrix inversion approach

The dynamic lumped parameter models used to optimise the ride and handling of a vehicle require base values of the suspension parameters. These parameters are generally experimentally identified. The accuracy of identified parameters can depend on the measurement noise and the validity of the model used. The existing publications on suspension parameter identification are generally based on the time domain and use a limited degree of freedom. Further, the data used are either from a simulated ‘experiment’ or from a laboratory test on an idealised quarter or a half-car model. In this paper, a method is developed in the frequency domain which effectively accounts for the measurement noise. Additional dynamic constraining equations are incorporated and the proposed formulation results in a matrix inversion approach. The nonlinearities in damping are estimated, however, using a time-domain approach. Full-scale 4-post rig test data of a vehicle are used. The variations in the results are discussed using the modal resonant behaviour. Further, a method is implemented to show how the results can be improved when the matrix inverted is ill-conditioned. The case study shows a good agreement between the estimates based on the proposed frequency-domain approach and measurable physical parameters.     

舰船机电设备噪声振动及激励特性测量研究

从控制舰船机械噪声出发，对舰船机电设备在不同环境及不同安装条件下的噪声振动特性进行分析。在此基础上对舰船典型机电设备如泵、离心通风机、空调机组等的激励特性及其测量进行研究。为今后准确测量舰船机电设备噪声振动及激励特性参数提供参考。     

Influencing driver chosen cornering speed by means of modified steering feel

This paper presents an investigation about influencing the driver's behaviour intuitively by means of modified steering feel. For a rollover indication through haptic feedback a model was developed and tested that returned a warning to the driver about too high vehicle speed. This was realised by modifying the experienced steering wheel torque as a function of the lateral acceleration. The hypothesis for this work was that drivers of heavy vehicles will perform with more margin of safety to the rollover threshold if the steering feel is altered by means of decreased or additionally increased steering wheel torque at high lateral acceleration. Therefore, the model was implemented in a test truck with active steering with torque overlay and used for a track test. Thirty-three drivers took part in the investigation that showed, depending on the parameter setting, a significant decrease of lateral acceleration while cornering.     

斜支承曲线梁桥内力影响因素分析

为了深入了解斜支承曲线梁桥的受力性能,基于结构力学的力法原理,推导了任意斜度的斜支承曲线梁桥的内力计算公式。以这些公式为依据,编制了相应电算程序,详细分析了荷载作用位置、荷载类型、弯扭刚度比、斜度、圆心角等因素对斜支承曲线梁桥受力性能的影响。绘制的大量曲线清晰地显示了各项因素对斜支承曲线梁桥受力性能的影响规律。