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A new kind of nano-rod shaped polycarboxylic acid slump-retaining agent was synthesized. Transmission electron microscope (TEM) experiment showed that the nano-rod was bound together as macromolecular aggregates in solution. Application performance studying suggested that this kind nano-sized polymer material had excellently plasticity-retaining performance in cement-based materials and could improve endurance performance of hardened cement-based materials distinctly. The concrete with an initial slump of 2?C9 cm could achieve 3 h plasticity-retaining performance with the help of this kind nano-rod. The product had extremely wide application value in the market. 相似文献
223.
利用多媒体信息服务技术(MMS),开发了一套架构成本低、具有劝告教育功能、保证处罚告知到达率的移动抄牌系统。通过试用,该系统能对违法停车行为区别处理、彩信告知到达率高、实时性好、减轻了交巡警内业整理的工作量,具有良好的推广前景。 相似文献
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225.
着重介绍了东京地铁建设过程中严谨的规划设计、先进的施工技术、现代化的运营管理系统、完备的防灾减灾措施以及注重细节的人性化设计,对我国城市轨道交通建设提供参考与借鉴. 相似文献
226.
A numerical method is developed to investigate the dynamic response of cable-seabed interaction in this paper. The motion of cable is described by the Lumped Parameter Method, while the seabed, unlike the prevailing simplified model of elastic foundation, is modeled as an irregular continuous rigid surface with rebound and friction existing, and the forces exerted by the seabed consist of normal counterforce and isotropic tangential Coulomb friction resistance. To describe the detailed dynamic response, two coefficients are introduced by analogy with the theory of rigid body collision with friction. The cable-seabed kinematic and dynamic contact conditions are formulated subsequently, and are used to incorporate the seabed effect into the cable dynamics to produce a set of ordinary differential governing equations. In this paper, we employ 4th order Runge-Kutta method to solve these equations. Several simulation cases are presented to illustrate the seabed effect. The results show that friction and impact have a prominent influence on the statics and dynamics of the cable. 相似文献
227.
Ship maneuverability, in the field of ship engineering, is often predicted by maneuvering motion group MMG) mathematical model. Then it is necessary to determine hydrodynamic coefficients and interaction force coefficients of the model. Based on the data of free running model test, the problem for obtaining these coefficients is called inverse one. For the inverse problem, ill-oposedness is inherent, nonlinearity and great computation happen,and the computation is also insensitive, unstable and time-consuming. In the paper, a regnlarization method is introduced to solve ill-posed problem and genetic algorithm is used for nonlinear motion of ship maneuvering. In addition, the immunity is applied to solve the prematurity, to promote the global searching ability and to increase the converging speed. The combination of regnlarization method and immune genetic algorithm(RIGA) applied in MMG mathematical model, showed rapid converging speed and good stability. 相似文献
228.
A study of maneuvering control for an air cushion vehicle based on back propagation neural network 总被引:1,自引:0,他引:1
A back propagation (BP) neural network mathematical model was established to investigate the maneuvering control of an air cushion vehicle (ACV). The calculation was based on four-freedom-degree model experiments of hydrodynamics and aerodynamics. It is necessary for the ACV to control the velocity and the yaw rate as well as the velocity angle at the same time. The yaw rate and the velocity angle must be controlled correspondingly because of the whipping, which is a special characteristic for the ACV. The calculation results show that it is an efficient way for the ACV's maneuvering control by using a BP neural network to adjust PID parameters online. 相似文献
229.
发动机振动测试分析系统的虚拟设计及应用 总被引:2,自引:0,他引:2
以PC为硬件平台、NI公司LabVIEW软件为开发平台,开发了发动机振动测试分析系统,通过实际振动测试,确定了缸盖螺栓拧紧力矩与发动机机体振动的定量关系。 相似文献
230.
盾构隧道施工在其推进过程中不可避免地要穿越地下桩,这是当前盾构隧道施工中的难点问题之一。为保证在隧道工程中盾构机切削地下桩基的施工安全和掘进效率,探究不同掘进参数下桩体的变形规律,采用PFC3D颗粒流软件,模拟在不同掘进速度下盾构切削桩基的施工过程,分析和研究在不同掘进参数下桩体沿盾构掘进方向、垂直盾构掘进方向的桩体变形和桩顶竖向沉降的变化规律。并依托江苏省苏州市桐泾路北延隧道工程进行实证分析。研究结果表明:桩体的变形主要发生在桩体与盾构机上部相交的交点至该点往上的11倍桩径范围内。当盾构机推进速度不超过15 mm/min,刀盘转速不超过2.0 r/min时,桩体沿垂直盾构掘进方向的变形大于沿盾构掘进方向的变形;反之,当盾构机推进速度超过15 mm/min,刀盘转速超过2.0 r/min时,桩体沿垂直盾构掘进方向的变形小于沿盾构掘进方向的变形。因此,当盾构机分别切削桩长为20、40 m的桩底,或者切削桩长为40 m的桩身时,其推进速度不应超过10 mm/min,刀盘转速应不应超过1.0 r/min;当盾构机切削桩长为20 m桩身时,应控制其推进速度为1~5 mm/... 相似文献