基于Midas Civil的大跨度预应力混凝土门机梁结构分析

泄水闸坝坝顶门机梁是老口航运枢纽坝顶桥面关键构件,其特点是跨度大、承受荷载大、运行工况复杂。利用Midas Civil有限元软件对门机梁进行结构静力分析,拟定预应力门机梁结构形式、预应力钢束布置,为工程施工图设计提供依据。     

三峡库区建峰乌江大桥设计与施工

建峰乌江大桥位于三峡库区,桥址所在河谷呈不对称“U”型。桥型设计为混凝土连续刚构桥,由两个单T构组成,且每个单T构的墩为对称布置。桥箱梁采用纵、横、竖三向预应力结构设计,其中纵向预应力束按全预应力理论设计,张拉时的张拉力与伸长量为控制标准,并以张拉力控制为主。箱梁施工分为悬浇和现浇两部分,悬浇采用挂篮悬臂浇筑。主要介绍了该桥的设计、施工细节以及设计跟踪控制措施,可为相关桥梁设计施工提供参考。     

Mechanical Behavior of a Partially Encased Composite Girder with Corrugated Steel Web: Interaction of Shear and Bending

The synergistic use of partially encased concrete and composite girders with corrugated steel webs (CGCSWs) has been proposed to avoid the buckling of corrugated steel webs and compression steel flanges under large combined shear force and bending moment in the hogging area. First, model tests were carried out on two specimens with different shear spans to investigate the mechanical behavior, including the load-carrying capacity, failure modes, flexural and shear stress distribution, and development of concrete cracking. Experimental results show that the interaction of shear force and bending moment causes the failure of specimens. The bending-to-shear ratio does not affect the shear stiffness of a composite girder in the elastic stage when concrete cracking does not exist, but significantly influences the shear stiffness after concrete cracking. In addition, composite sections in the elastic stage satisfy the assumption of the plane section under combined shear force and bending moment. However, after concrete cracking in the tension field, the normal stresses of a corrugated web in the tension area become small due to the “accordion effect,” with almost zero stress at the flat panels but recognizable stress at the inclined panels. Second, three-dimensional finite-element (FE) models considering material and geometric nonlinearity were built and validated by experiments, and parametric analyses were conducted on composite girders with different lengths and heights to determine their load-carrying capacity when subjected to combined loads. Finally, an interaction formula with respect to shear and flexural strength is offered on the basis of experimental and numerical results in order to evaluate the load-carrying capacity of such composite structures, thereby providing a reference for the design of partially encased composite girders with corrugated steel webs (PECGCSWs) under combined flexural and shear loads.     

All‐Organic Dual Spin Valves with Well‐Resolved Four Resistive‐States

The formation of all‐organic dual spin valves (DSVs) with three organic spin‐selective layers, that is, spin‐injection, spin‐detection, and an additional spin‐filtering layer at the intermediate, is reported. As spin‐selective layers, manganese‐ and cobalt phthalocyanines, which are well‐known single‐molecule magnets, are used in their immobilized forms, so that all‐organic DSVs can be prefabricated for characterization. The three spin‐selective layers have provided four configurations with at most two spin‐flip interfaces enforcing spin‐flipping at the two nonmagnetic organic spacer layers, for which copper phthalocyanine is used. Since a couple of the four configurations have exhibited similar resistivities, the degeneracy in the resistive‐states is broken through asymmetric spin‐injection and spin‐detection layers and also through asymmetric thickness of the nonmagnetic spacer layers. When both the spin‐flip interfaces are made operative independently, a 2‐bit logic with four distinct resistive states can be achieved.     

M型预制袋袋口折合机构运动精度可靠性优化

目的 为提高M型预制袋包装机袋口折合机构轨迹输出点的运动精度,对袋口折合机构进行运动精度可靠性优化。方法 在运动学分析的基础上,用环路增量法建立考虑杆长误差时袋口折合机构的位置误差模型,接着对轨迹输出点进行可靠性分析及蒙特卡洛法验证,通过灵敏度分析确定关键误差影响因素,最后进行运动精度可靠性优化。结果 建立的可靠性模型可以有效地反映杆长误差对机构运动精度的影响,x分量轨迹的可靠度由82.5%提高至92.91%,y分量轨迹可靠度由65.34%提高至89%。结论 经过可靠性优化能够使袋口折合机构运动精度满足设计要求。     

箱梁桥阻尼矩阵的探讨

根据箱梁桥的结构特点及振动过程中的位移,由能量原理演绎出箱梁桥空间振动的阻尼矩阵,给出了阻尼矩阵的显式表达式,可供工程实际应用。     

基于多品种生产的预制梁厂设计优化模型的研究

针对我国现阶段基于多品种生产的预制梁厂设计和排产传统方法的缺陷,通过对预制梁厂设计和生产影响因素的调查与分析,结合优化理论与方法,建立了基于多品种生产的预制梁台设计和预制梁厂排产优化模型,并进行了实例验证,将优化方法同传统算法相比较,证明优化模型具有明显的优势,能够较好地辅助施工单位进行预制梁厂设计和生产决策。     

考虑锚杆切向拉力作用的格构梁内力计算与数值模拟

为了研究喷锚支护体系中格构梁的计算理论及适用性,使用考虑开挖工况影响的ANSYS有限元模拟方法以及考虑锚杆轴力切向分量的Winkler方法,分析纵向格构梁内力,将两种方法分析结果进行比较研究,并与实测值对比,得出格构梁内力计算方法的适用性.在松软的地基上,最好采用Winkler法计算;在岩性地基上梁与地基的摩擦作用不可忽略,用考虑水平作用和轴向分力的Winkler法计算得到的结果最符合实际.ANSYS模拟的结果也可以比较真实地反映梁的受力情况,模拟梁的空间效果,具有较高的实用价值.     

大跨径混凝土箱梁桥有效温度与应变的实测分析

基于苏通大桥辅助航道桥运营期两年内实测的温度、气象和应变数据,对混凝土箱梁的有效温度与应变进行了分析。结果表明:箱梁的尺寸越小,有效温度变化的范围越大,设计基准期为100年的墩顶梁和跨中箱梁的有效温度范围分别为(-4.3℃,37.3℃)和(-6.1℃,42.2℃);大气前3天的最高(低)平均温度与箱梁有效温度的相关性系数高达0.97,通过回归分析得到的箱梁有效温度与大气前3天平均最高(低)温度的关系式,可用来对箱梁有效温度进行预测。最后提出了修正混凝土收缩、徐变效应的方法,并使用箱梁有效温度对主墩墩底混凝土的竖向相对应变和支座截面箱梁顶板混凝土的纵向相对应变进行了预测。     

温度荷载作用下连续变截面钢箱梁剪力滞效应研究

钢箱梁桥以其良好的结构受力性能在现代桥梁结构中得到广泛的应用,在施工阶段或在运营阶段,箱梁上均存在由温度引起应力过大的现象．采用空间有限元法对大跨连续钢箱梁桥在温度荷载作用及自重作用下的剪力滞效应进行了详细的分析,得出箱梁在温度荷载作用下剪力滞效应的一般规律和初步结论,为掌握该类型结构在温度荷载下的力学特性提供了参考