Equivalent stiffness of the saturated poro-elastic half space interacting with an infinite beam to harmonic moving loads

The expression of the equivalent stiffness of the saturated poro-elastic half space interacting with an infinite beam to harmonic moving loads is obtained via the Fourier transformation method in the frequency wave number domain. Based on the obtained equivalent stiffness, the frequency wave number domain solution of the beam-half-space system is obtained by the compatibility condition between the beam and the half space.Critical velocity of harmonic moving loads along an infinite Euler-Bernoulli elastic beam is determined. The time domain solutions for the beam and the saturated poro-elastic half space are derived by means of the inverse Fourier transformation method. Also, the influences of the load speed, frequency and material parameters of the poro-elastic half space on the responses of the beam are investigated. Numerical results show that the frequency corresponding to the maximum deflection and bending moment increases with increasing load speed. Moreover,it can be seen that at higher frequencies, the dynamic response is independent of the load speed. The present results also show that for a beam overlying a saturated poro-elastic half space, there still exist critical velocities even when the load velocity is larger than the shear wave speed of the medium.     

地铁竖井设计方案研究

探讨地铁区间隧道组合竖井的设计方案,通过对组合竖井和传统单竖井方案的比较,指出组合竖井方案不仅可减少竖井工程数量、缩短建井周期、降低建井成本、提高经济效益,而且符合国家关于地下空间设计及施工的相关安全法规的规定。结合这种思路,给出一座出碴、进料主井、一座专用逃生副井和一座提供通风、供电、供水等设施的服务副井的设计方案。     

米仓山隧道深大竖井建井新法

为解决目前公路行业面临的大直径竖井建设缺乏相关规范支撑和竖井主要采用复合式衬砌及单行掘砌作业带来的工序复杂、建井速度慢、缺乏相应施工机械配套和安全性较差等难题,通过吸收煤矿深大竖井主流支护与掘砌技术,结合公路运营情况考虑送风井与排风井分设或通过中隔墙合设的布置方式,在公路行业现有支护与掘砌技术的基础上,对米仓山隧道通风竖井进行多方案研究,最终选定单层模筑混凝土衬砌与短段掘砌混合作业单井布置方案,并采用该方案安全快速地建成净直径9 m、深431.8 m的深大竖井。工程实践表明： 1)在同等通风面积下双井工程量要小于单井工程量,但由于其配套施工设备造价高,单井造价要低于双井造价; 2)单层模筑混凝土衬砌与短段掘砌混合作业方式在进度和施工安全等方面优于复合式衬砌及掘砌单行作业方式,可作为公路深大竖井建井新方法。研究结果可为今后深大竖井的修建提供技术支撑和为规范的修订积累经验。     

盾构法在哈尔滨化工路综合管廊中的应用研究

为解决传统明挖法在综合管廊应用推广中存在的局限性和不足,以哈尔滨市老城区化工路综合管廊盾构段为工程背景,对综合管廊设计采用明挖法和盾构法设计选型的优势和缺点进行详细探讨。结合化工路路面交通和地下管线现状,分析该综合管廊采用盾构法施工的原由。着重介绍了综合管廊横断面形式、衬砌结构设计以及盾构管廊综合井设计。阐述盾构法施工过程中需要特殊考虑的关键问题,并提出相应的解决方案。最后说明综合管廊采用盾构法施工具有较高的推广价值和技术优势,拓宽了综合管廊施工的技术手段,并为今后综合管廊的发展提供了相关的技术储备。     

Behavior of circular concrete columns reinforced with hollow composite sections and GFRP bars

Hollow concrete columns (HCCs) constitute a structurally efficient construction system for marine and offshore structures, including bridge piers and piles. Conventionally, HCCs reinforced with steel bars are vulnerable to corrosion and can lose functionality as a result, especially in harsh environments. Moreover, HCCs are subjected to brittle failure behavior by concrete crushing due to the absence of the concrete core. Therefore, this study investigated the use of glass fiber-reinforced polymer (GFRP) bars as a solution for corrosion and the use of hollow composite-reinforced sections (HCRSs) to confine the inner concrete wall in HCCs. Furthermore, this study conducted an in-depth assessment of the effect of the reinforcement configuration and reinforcement ratio on the axial performance of HCCs. Eight HCCs with the same lateral-reinforcement configuration were prepared and tested under monotonic loading until failure. The column design included a column without any longitudinal reinforcement, one reinforced longitudinally with an HCRS, one reinforced longitudinally with GFRP bars, three reinforced with HCRSs and different amounts of GFRP bars (4, 6, and 8 bars), and three reinforced with HCRSs and different diameters of GFRP bars (13, 16, 19 mm). The test results show that longitudinal reinforcement—whether GFRP bars or HCRSs—significantly enhanced the strength and displacement capacities of the HCCs. Increasing the amount of GFRP bars was more effective than increasing the bar diameter in increasing the confined strength and the displacement capacity. The axial-load capacity of the GFRP/HCRS-reinforced HCCs could be accurately estimated by calculating the load contribution of the longitudinal reinforcement, considering the axial strain at the concrete peak strength. A new confinement model considering the combined effect of the longitudinal and transverse reinforcement in the lateral confinement process was also developed.     

金属转轴无线感应供电系统传输功率分析与结构优化

金属转轴扭矩、功率和形变等参数的在线检测在船舶等领域具有广泛的工程应用背景,对旋转机构的供电问题是影响检测可靠性和实用性的关键。传统的滑环和电池供电方式存在可靠性和寿命上的局限性。本文设计了一种用于金属转轴的侧置式感应供电系统,建立了磁场耦合单元的有限元分析模型,分析了互感耦合参数对系统传输功率和效率的影响,得出了在不同谐振拓扑结构下以最大传输功率为目标的最佳互感耦合参数,包括最佳的原副边线圈电感值及其比例等等关系,以及金属转轴与磁芯间距离。进一步分析了通过磁屏蔽技术和改进原边线圈绕制方式来提高金属转轴感应供电系统能量传输效率的可行性。最后通过实验验证了本文设计和分析方法的准确性和有效性。     

Study on the Stress and Deformation Behaviors of a Deep and Irregular Foundation Pit as the Shield Launching Shaft in a Sea Reclaimed Cofferdam北大核心CSCD

With the development of the tunnel technology in China, the shield tunnel will become an important way to build the Sea-crossing channel. Taking the current largest diameter Shantou Bay shield tunnel in China as the engineering background, this paper introduces the challenges faced by the construction of the shield launching shaft in the reclamation cofferdam: e.g. deep, irregular excavation, deep silt layer and great influence of the seawater. Based on the practical conditions, a top-down construction technique of large ring beam considering two working conditions of foundation pit excavation and shield launching is proposed. Based on three-dimensional finite element analysis and field measurement, the stress characteristics and soil deformation of foundation pit are studied. The results show that the top-down construction technique of large ring beam can effectively control the deformation of the foundation pit and save construction time. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

8V280柴油机平衡方案设计及平衡性能分析

针对8V280柴油机二阶往复惯性力及倾覆力矩难以平衡的问题,通过平衡性能计算对额定转速工况下的柴油机进行双轴平衡方案设计,并基于虚拟样机技术对柴油机的平衡特性进行多方面研究分析。动力学仿真分析发现,计算出的倾覆力矩曲线与理论计算的曲线非常吻合,充分证明了仿真模型与仿真结果的正确性,同时也验证了双轴平衡方案的有效性。在刚柔耦合柴油机模型的基础上,完成了整机振动烈度速度值的仿真测量,其振动情况达到了"容许"级别,进一步体现了双轴平衡方案的平衡效果,也为生产实体样机的可行性提供了可靠的依据。     

推进轴系回旋振动对船体尾部振动影响分析

船舶在航行过程中,螺旋桨在不均匀的伴流场中工作产生周期性的弯曲力矩作用在螺旋桨轴上,使推进轴系在螺旋桨或转轴上旋转的横向力矩作用下,旋转轴绕其静平衡曲线产生振动,从而出现回旋振动现象,而严重的轴系回旋振动引起轴承反力的动力放大而引起船体尾部结构的振动.本文对一艘尾部结构振动严重的船舶进行了推进轴系回旋振动计算分析及实船振动测量验证,分析了推进轴系回旋振动对船体尾部结构振动影响,通过更换尾管前轴承、调整中间轴承的位置,解决了轴系回旋振动引起的船体尾部结构严重振动问题,为解决类似船体尾部振动问题分析提供参考.     

基于流固耦合的船舶轴-桨耦合振动特性分析

以研究螺旋桨水动力和离心力对船舶轴-桨组合振动特性的影响为本文的研究目的,基于W o r k-bench平台,采用流固耦合有限元分析方法,进行船舶轴-桨组合模态分析.在CFX中计算螺旋桨敞水性能,并在Ansys中将螺旋桨叶面水压力和离心力作为预应力分析轴桨组合振动的固有频率和振型,比较轴系、螺旋桨单独模型和轴-桨组合模型在固有频率上的区别.计算结果表明,轴桨组合的固有频率远远低于轴系和螺旋桨独立模型的固有频率;轴-桨旋转产生的离心力对其固有频率影响不大;螺旋桨在流场中产生的水压力略微提高纵向振动固有频率,但影响很小,在实际应用中可以忽略.