Nonlinear three-dimensional wagon-track model for the investigation of rail corrugation initiation on curved track

A nonlinear wagon-track model on curved track has been developed to characterize rail corrugation formation due to self-excitation of the wheel-rail stick-slip process. In this model, wagon movements were described using up to 78 degrees of freedom (DOFs) to model a three-piece freight bogie. Innovatively, the wheelset movements are described using nine DOFs, including torsional and bending modes about the longitudinal and vertical directions. The track modelling is considered as a one-layer structure (two rail beams on discrete spring and damper elements). The wheel sliding after creepage saturation is considered in the wheel-rail interface modelling. Simulation of a case study shows that the frequencies of the wheel stick-slip process are composed of the basic frequency, which might come from the combined effect of sleeper-passing frequency and one-third of the combined torsional and bending frequency of the wheelset, and the double and triple basic frequencies, which form the wavelengths of rail corrugation at different situations.     

双壳船内外底结构强度探讨

文章利用“船舶结构力学”原理,对双壳船中的双层底结构进行受力分析,同时结合现行规范,提出较为切合实际的强度计算公式。     

分体式箱梁桥荷载横向分布系数的设计计算方法

研究预应力混凝土分体式箱梁桥荷载横向分布系数的设计计算方法,对分体箱梁桥在活载作用下跨中主梁内力的横向分布进行有限元分析,通过与规范中查表法求出的结果相比较,提出2种算法的优缺点以及在实际工程中的应用价值。     

基于三弯矩样条函数插值模型的非等距时序灰色预测方法

给出了三弯矩样条函数插值模型,用以解决非等距时序GM（1,1）的灰色预测问题.在国际平整度指数IRI的非等距时序样条灰色预测应用实例表明,该方法在作非等距时序列向等距时序列转换中保留了原有数据序列所呈现出的阶段性规律,具有精度高、实用性强的特点.     

双孔平行地铁顺穿桥梁对桥梁桩基础影响研究

利用有限元分析软件建立桥梁基础及双孔地铁的模型,模拟地铁盾构的施工工况。研究盾构施工前后地铁隧道、周边土体变形趋势及其对地铁顺穿桥梁的桩基础轴力、弯矩、水平变形及沉降的影响。分析结果表明:隧道施工造成隧道上部土体沉降,下部土体隆起,隧道呈现椭圆形;其顺穿桥梁桩基轴力、弯矩增加幅度较大,桩基在地铁隧道深度以上竖向沉降,在隧道深度下局部桩体隆起,桩身位移呈现“3”字形,最大位移位于隧道中心标高与隧道底标高之间。     

At-sea towing of a Mega-Float unit

A huge floating offshore platform (359m long, 60m wide, and 3m deep) was towed into the Pacific Ocean for a validation experiment for a floating airport. Full-scale measurements of towline tension and the bending strain on the upper-deck were made during towing. The measured bending moment agreed well with numerical calculation without taking the draught and towing speed into consideration.     

海浪统计资料对船舶波浪弯矩设计值的影响

对船舶,特别是超规范船舶,进行结构的直接计算设计时,首先要知道波浪弯矩设计值。 要确切地做到这一点,设计人员应合理地选择船舶航行海域的海浪长期统计资料,然后根据船 舶的装载工况和实际可能达到的航速,借用线性理论或非线性理论进行波浪弯矩的长期预报 来确定设计值。本文就一艘大型集装箱船舶,按五个典型海域的海浪统计资料,对波浪弯矩及 波浪合成弯矩作了长期预报计算,并与 ＩＡＣＳ的统一纵强度要求ＵＲ—Ｓ１１的结果作了比较和 分析,给出了对船舶结构直接计算设计有指导意义的几点结论。     

板-桁模型计算钢筋混凝土构件抗扭强度综述

首先简单介绍了现有的钢筋混凝土构件抗扭强度计算的简化力学模型,并指出了板-桁模型提出的必要性,最后对板-桁模型进行了详细介绍,有关经验可供相关专业人员参考。     

喷油泵装配线中拧紧技术的研究及应用

本论文介绍了拧紧技术的原理和方法,以及拧紧技术在喷油泵装配线中的应用.最后说明了拧紧程序在喷油泵装配线中的程序防错方法.     

Decoupled 3D moment control using in-wheel motors

Vehicles equipped with in-wheel motors are being studied and developed as a type of electric vehicle. Since these motors are attached to the suspension, a large vertical suspension reaction force is generated during driving. Based on this mechanism, this paper describes the development of a method for independently controlling roll and pitch as well as yaw using driving force distribution control at each wheel. It also details the theoretical calculation of a method for decoupling the dynamic motions. Finally, it describes the application of these 3D dynamic motion control methods to a test vehicle and the confirmation of the performance improvement.