曲线双工字钢组合梁桥横梁受力分析研究

为了研究主梁腹板纵桥向翘曲变形对横梁内力的影响,在现有横梁框架模型基础上,根据符拉索夫薄壁结构理论得到集中荷载作用下简支曲线双工字钢组合梁桥翘曲变形、结构扭转角等物理参数沿跨径的分布规律。利用主梁腹板与横梁的变形协调关系分析横梁的纵桥向变形,得到横梁内力组成以及截面正应力分布规律并进行有限元分析验证。结果表明:基于符拉索夫薄壁结构理论分析得到的横梁截面正应力分布规律与有限元计算得到的规律基本一致; 靠近加载点的横梁正应力以“竖向弯曲效应”为主导,靠近支座截面的横梁“腹板变形不一致效应”大于加载点截面附近横梁; 加载点截面两侧腹板翘曲变形方向相反,导致横梁的截面正应力分布规律相反; 横梁竖向弯曲变形产生的应力与主梁弯矩分布规律类似,纵桥向弯曲变形产生的应力与扭率分布规律类似。     

配筋混凝土宽箱梁桥预应力横梁计算方法

以混凝土连续宽箱梁桥为对象,探讨了腹板间距、腹板与顶底板刚度比等参数变化情况下预应力横梁的内力分布规律与特征,并提出了相应的计算方法,研究结果表明,宽箱梁桥恒载大部分由腹板传递给横梁,小部分由顶底板传递,分配比例与腹板、顶底板刚度比有关。     

弯箱梁桥横梁计算方法的分析

平面曲线桥,由于弯扭耦合作用,横梁对于增强桥梁的结构整体性,加强主梁之间的横向联系,改善荷载横向分配等起到重要作用,因此应把横梁作为主要受力构件加以考虑。本文对计算方法进行了分析和探讨,认为用梁格法进行有限元建模值得推荐,并通过算例进行分析,提供一些参考。     

Weldability of 780 MPa Super-High Strength Heavy-Duty Truck Crossbeam Steel

 CO2-shielded welding experiments of newly developed, 780 MPa super-high strength heavy-duty truck crossbeam steel were conducted, and the microstructure, microhardness, mechanical properties, and impact toughness of the welded joint were studied. The evolution of the microstructure of the welded joint occurred as follows: welding seam (acicular ferrite+proeutectoid ferrite)→fusion zone (granular bainite-long strip M/A island)→coarse grain zone (granular bainite-long strip or short bar M/A island)→fine grain zone (ferrite+pearlite+blocky M/A island)→mixed grained zone (ferrite+granular bainite+blocky M/A island)→base metal (proeutectoid ferrite+granular bainite-blocky or granular M/A island). Increasing the density of the grain boundaries can effectively improve the impact toughness, and the blocky M/A island hindered crack propagation more effectively than the long strip M/A island. The new hot-rolled 780 MPa super-high strength steel had excellent weldability. The welding technology was applied under the following conditions: welding voltage was 20 to 21 V, welding current was 200 to 210 A, and the gas flow rate was 25 L/min.     

Design and stability analysis of continuous skew tied-arch bridge over Bin Jiang River

A tied arch bridge without wind bracing was built over the Bin Jiang River, with oblique angle of 20°. Its main design details are described and mechanical performances are analyzed. The stability analytical types are also introduced and the first elastic stability theory is used. A space finite element model has been built to analyze the stability performances in both construction and operation stages for single span or continuous, orthogonal or oblique bridge. The influence of stiffness of the end crossbeam is also analyzed. The result shows that out-plane buckling occur for a rigid tie and similar no matter whether it is single span or continuous and orthogonal or oblique. When there are more and stronger inner crossbeams, the influence of the end crossbeams on arch stability becomes unremarkable. __________ Translated from Journal of Southeast University, 2006, 36(6): 1007–1012 [译自: 东南大学学报]     

超重型机床球墨铸铁横梁件的生产

概述了重型机床铸件的发展趋势及特点。以外型尺寸14900×2110×2145mm、重130t的QT600-3横梁铸件为例,分析了其铸造工艺特点和质量控制难点,详细介绍了包括冷铁设计及放置、反变形量确定、浇注系统设计以及球化处理和孕育处理等内容的铸造工艺方案。检验结果表明:铸件本体球化率80%～90%,石墨大小7级和8级,石墨球数≥130个/mm2;基体组织为片状珠光体+粗粒状珠光体+牛眼状铁素体;抗拉强度677MPa,平均硬度194HB,硬度差在6HB以内;铸件变形量为19500mm长度8mm。     

鄂黄长江公路大桥斜拉桥主塔应力仿真分析

鄂黄长江公路大桥是双塔双索面预应力混凝土斜拉桥,由于其中横梁与下横梁的结构形式奇特,塔梁团结处构造复杂,加之预应力的作用,使其成为该桥中的关键部位,有必要对塔梁部位进行实体模型仿真分析,通过使用大型有限元分析软件ANSYS分析,以彩色图形给出了塔梁（中、下横梁）固结处的主拉、主压应力空间分布图,分析结果为工程设计单位和施工单位提供了重要的参考依据。     

3ZX平面铣床横梁有限元分析及优化研究

利用有限元软件ANSYS对铣床横梁结构进行静力及模态分析,由分析结果可知,导轨安装面Y向位移较大,且第一阶固有频率较低,因此需要对横梁结构及筋板布局进行改进.在多载荷工况下利用拓扑优化方法确定横梁筋板的合理布局.通过调整横梁局部参数并进行对比分析可知,当横梁上拱形高度为150 mm时,横梁导轨安装面变形较小,静刚度提高约62%,低阶固有频率均高于机床工作频率,从而避免了加工过程中共振的产生.优化结果可为横梁结构的合理设计及改进提供可靠的依据.     

脆性材料试验机机械传动机构的设计

台式脆性材料试验机是最新研制的针对脆性材料进行力学性能测试的小型试验机,它具有高精度、低成本、抗干扰的特点。该机的机械传动机构是试验机的关键部分。文中介绍了试验机机械传动部分的设计方法及数据验算,它对于类似设备的机械设计有一定的参考价值。     

连续变截面横梁回弹特性及控制

连续变截面板各处厚度不同,冲压成形后的回弹特性与等厚板有很大差异,如何减小回弹并使各处回弹趋于平衡成为连续变截面板应用中的重要问题。利用大型通用有限元软件ANSYS及其参数化设计语言APDL,通过编程建立横梁的变截面有限元模型;利用ANSYS/LS-DAYNA对连续变截面横梁和等厚板冲压卸载后的回弹进行了数值模拟,模拟结果分析表明:变截面板的回弹规律与等厚板的回弹规律有很大不同;最后利用分块压边圈技术,使横梁的回弹量趋于平衡,同时使整体回弹量下降。