Software development of modeling assistant for continuous suspension bridges with multi pylon

Building a reasonable and accurate finite element model is the first and critical step for structural analysis of complicated bridge. In this article, modeling assistant for continuous suspension with multi-pylon is developed based on .Net platform, with VB.Net, C# language and OpenGL graphic technique. With parameterized modeling method, finite element model of this kind of bridge can be built quickly and accurately, and multi-type element modeling with uniform parameters is realized. With advanced graphic technique, three-dimensional model graph can be real-timely previewed for intuitive data check. With an example of practice project, the accuracy and feasibility of this modeling method and practicality of this software are verified.     

Space shape finding FE analysis for suspension bridge based on CR formulation method

The problem of geometric non-linearity simulation for spacial cable system was solved by introducing the truss element based on corotational coordinate (CR) system, cable structure materials and node coordinates and automatic refreshing algorithms for element internal force. And the shape-finding problem for maneuvering profile was solved with the Newton-Raphson based on energy convergence criteria with search function. This has avoided the regular truss element assumption extensively used in traditional methods and catenary elements which have difficulties in practical application because of the complicated formulas. The use of CR formulation has taken into account the stiffness outside the cable plane via a geometric stiffness matrix, realizing the 3D space analysis of a cable bridge and improving the efficiency and precision for the space geometric non-linearity analysis and cable structure, and enabling more precised simulation of geometric form finding and internal force of the large span suspension bridge main cable under construction.     

客货共线1-156m简支钢桁结构分析

简支钢桁梁桥因其受力明确、结构高度低、自重轻以及施工周期短等优点,在铁路桥梁中得到了越来越广泛的采用。黄韩侯铁路单线1-156 m栓焊下承式简支钢桁梁是目前国内最大跨度的简支钢桁梁结构。该桥主桁采用无竖杆的三角形腹杆体系,主桁弦杆均采用箱形截面;腹杆采用箱形截面和H形截面;上、下均采用交叉式平纵联,采用工字型截面。采用MIDAS Civil 2010建立该桥三维有限元模型,计算其主桁杆件内力、应力、疲劳应力幅,及全桥自振周期。     

轮胎接触面对车－简支梁桥耦合振动的影响

现有分析车一桥耦合振动的研究中,都假设移动车辆与路面的接触关系为点接触．事实上,轮胎与路面是通过面接触的,通过建立新的三维车轮模型,分析了面接触对车一桥耦合振动的影响,将车轮与路面的接触面简化为长方形,通过接触面间的位移协调条件和力相互作用建立车一桥耦合振动方程,同时还研究了接触面对车一桥耦合振动的影响。     

增大截面法加固石拱桥的技术应用

石拱桥是极具中华民族气息与特色的桥型,该桥型结构实用、美观．然而随着时代的变迁及交通运输业的发展,大量的石拱桥出现了各种各样的病害,很多桥甚至已发展成危桥．为改善交通状况,消除安全隐患,结合当前经济状况,加固利用旧危石拱桥是合理的．石拱桥加固的方法很多,结合工程实例重点阐述增大截面加固法加固石拱桥的基本原理、方法和步骤．     

企业货运铁路取送车作业智能优化方法

针对综合布局(同时具有放射状和树枝状)的企业货运铁路专用线的特点,提出了一种智能优化方法.该方法在建立取送作业模型的基础上,对问题进行分解,提出了两级优化策略,即先并行求解各车间内树枝状取送作业的子优化问题、再综合求解车间之间放射状取送作业优化问题.依据该优化策略,设计了一种融合遗传算法和蚁群算法的遗传精英蚁群优化算法(GAASelite)求解取送车作业优化问题.实验仿真结果证明,该方法能有效地优化铁路取送车作业问题.     

基于等距节点的数值求积公式在Brownian桥测度下的平均误差

本文讨论了基于等距节点的数值求积公式在Brownian桥测度下的平均误差,得到了相应量的准确值。     

拱形自浮式水上升降防撞装置浮性与稳性研究

拱形自浮式水上升降防撞装置是由重庆交通大学发明的一种新型桥梁防撞装置,它主要由导向井、防撞带和浮筒三大部分组成;其中防撞带和浮筒都是钢结构,导向井采用钢筋混凝土结构,整个结构长达300多米。对于如此庞大的水上自浮式装置而言,该装置在水上的浮态与稳态是保持防撞装置自身运行可靠、受力合理的关键。为此通过模型试验验证防撞设施浮性与稳性。试验结果表明在三种典型水位流量工况下,防撞设施的浮态与静水条件下大致相同。当船舶撞击防撞带,使防撞带破损进水,防撞带的水上浮出高度仍可保证在1 m以上,防撞设施仍具有较好的浮性。在内河中的波浪,以及船行波作用下,防撞带在拱顶处、距拱顶1/4处,不会产生的较大竖向晃动,保持良好的稳性。     

桥梁结构的力学和美学关系探讨

随着交通事业的迅猛发展，出现了许多造型新颖的桥梁结构，同时也向桥梁工作者提出了处理力学和关学关系的问题。探讨了桥梁结构力学和关学间的协调性和矛盾性，提出了解决矛盾性的主要措施。     

铁路信号系统电源技术初探

介绍了铁路专线信号电源供电情况,分析了信号系统电源存在的问题,提出了解决办法。