多塔下拉索斜拉桥静力荷载试验和计算分析

针对加有下拉索的多塔斜拉桥这种新型的桥梁结构体系,参考某长江大桥实际工程建模,通过缩尺静力实验和有限元计算分析对比加劲索加下拉索多塔斜拉桥与常规无加劲索多塔斜拉桥的静力力学性能。试验和分析表明,加下拉索多塔斜拉桥结构体系可以有效提高结构刚度,减少塔墩根部以及主梁跨中的弯距。对比试验结果,提出了最佳的下拉索设置方案。     

基于混合模型的舰船腐蚀相关静态电、磁场

为研究舰船水下腐蚀相关静态电场、磁场的分布特征,提出了以舰船水下标量电位为线索,对舰船进行混合建模,即将舰船等效为水平电流线和离散三分量电偶极子的组合,通过测量舰船下方某平面上的标量电位分布,对混合模型中的未知结构参量进行拟合,以建好的混合模型为基础对舰船水下腐蚀相关静态电、磁场进行研究.在实验室中模拟海洋环境,利用1∶100船模对建模方法进行了验证,并以建好的混合模型为基础,计算了船模水下腐蚀相关静态电、磁场的分布特征.实验结果表明混合模型结构简洁、实测数据量小、建模计算量小、模型稳定,比较适合用于舰船腐蚀相关静态电、磁场分布特点的研究.     

静态顶空-气相色谱-质谱联用法同时检测涂层织物中的6种异味物质

采用静态顶空-气相色谱-质谱联用法对涂层织物中丙酮、甲苯、二甲基甲酰胺、丙烯酸甲酯、丙烯酸乙酯、丙烯酸丁酯6种异味物质进行了分析.方法采用DB-5石英弹性毛细管色谱柱分离,质谱检测器检测.色谱进样口温度160℃,分流比8∶1,升温程序为初始柱温40℃,保持1 min,以1℃/min升温至45℃后再以20℃/min升温至85℃,保持2 min;以氦气为载气,流速0.6 mL/min.6种异味物质能够完全分离,线性良好,线性相关系数R2在0.990 2~0.999 0之间,最低检测限在0.008~0.189μg/mL之间,相对标准偏差RSD值小于4.84%.采用该方法对9种涂层织物进行了检测,操作简便、快捷,与嗅辨法相比该方法更加客观,可以应用于纺织品异味检测.     

摩擦式提升机安全性能的初步分析

介绍了多绳摩擦式提升机的工作原理,对摩擦式提升机的安全性能进行了分析,探讨了摩擦式提升机的防滑安全系数和具体的防滑安全措施,并对摩擦提升机的主要优缺点进行了比较．     

刚体纯滚动时静摩擦力方向判定及其影响因素

针对理论力学教学中关于＂刚体纯滚动时静摩擦力方向＂的判断问题,首先通过归纳总结,提出两个简易判别方法.进而对影响刚体纯滚动时静摩擦力方向的因素进行分析,并按不同因素进行归纳总结其规律.     

三维编织复合材料编织工艺过程仿真研究

总结了四步编织工艺的运动规律。对纱线的空间坐标进行三次B样条曲线拟合得到拟合坐标;设计实现了纱线实体的静态模型算法,根据拟合坐标得到纱线空间网格坐标并建立了纱线实体的静态模型;实现了纱线轨迹的动态展示以及实体生成过程的动态展示;构建了GUI界面并编译成了可脱离Matlab环境的独立运行程序。     

A Thermo-Mechanical Study of Some Epoxy Adhesives Subjected to Combined Dynamic and Static Stresses

The object of the present study was to investigate the effect of superimposed dynamic and static stresses on mechanical and thermal properties of some epoxy adhesives. It was found that combinations of shear creep and torsional oscillations, applied simultaneously to adhesive joints at temperatures within the glassy range of the adhesive, led to strengthening of the joints in shear and to an increase in the glass transition temperature of the adhesive. Similar loading stresses applied at temperatures close to the T_g of the adhesive, led to opposite effects on the above mentioned properties of the joints. The width of the glassy-rubbery transition of the adhesives increased, in the whole range of temperatures used in this study and for all epoxy compositions, as a result of subjecting the joints to superimposed dynamic and static stresses. The broadening of the glass transition was interpreted as a result of the stiffening of polymer network during the combined stressing experiments. A linear relationship was found between the area of endothermal peaks in the first DSC scan of specimens subjected prior to test to superimposed dynamic and static stresses at temperatures below T_g, and the shear strength of the joints. In agreement with this observation and with literature data, a linear relationship was revealed also between the glass transition temperature of the resins (measured in the first DSC scan) and the shear strength of the joints. Based on experimental observations and on some literature information, it was suggested that the strengthening of the joint, as well as the changes in thermal properties of the adhesives, are mainly due to physical processes, such as short-range orientation of network chains and an increase in intermolecular interaction between highly polar sites of the network. The possibility that superimposed stressing led to changes in chemical crosslinking was discussed but it seems that no such reactions occurred.     

The Torque Transmission Capabilities of the Adhesively-Bonded Tubular Single Lap Joint and the Double Lap Joint

With the wide application of fiber-reinforced composite materials in aircraft, space structures and robot arms, the design and manufacture of composite joints have become a very important research area because they are often the weakest areas in composite structures.

In this paper, the stress and torque transmission capabilities of the adhesively-bonded tubular single lap joint and the double lap joint were experimentally tested. In order to compare the experimental results with the calculated results, the stress and torque transmission capabilities were analyzed by the 3-dimensional finite element method taking into consideration the nonlinear properties of the adhesive.

From the experiments it was found that the torque transmission capabilities of the adhesively-bonded double lap joint was 2.7 times as large as that of the single lap joint. Also, it was found that the fatigue limit of the double lap joint was 16 times as large as that of the single lap joint.     

基于EDEM的混凝土板桩静压贯入过程三维颗粒流数值模拟

针对混凝土板桩在干粗砂地基中的静压贯入问题,为了明确贯入过程中的挤土效应及贯入阻力的发展规律,利用离散元数值模拟软件EDEM(Engineering Discrete Element Method)对干粗砂中混凝土板桩静压贯入过程进行了三维数值模拟。为此,提出了适用于类似试验的参数标定方法,分析了贯入过程中颗粒的运动特征。针对板桩结构的特点,对长边和短边方向的挤土效应进行了对比,并以短边为例,分析了不同高度处的挤土效应。最后,根据颗粒与桩结构的接触力,提取了桩端阻力和桩侧摩阻力的值,分析了两者在贯入过程中的变化规律。结果显示:在贯入过程中,颗粒的运动呈现"涡流状",并随贯入过程演化;板桩沿短边方向的表面隆起量约为沿长边方向的隆起量的2倍;随着长宽比的增加,板桩结构在短边方向和长边方向的隆起值相应增加,且短边方向的隆起值与长边方向的隆起值的比值与相应板桩的长宽比近似相等;随着贯入的进行,桩侧摩阻力所占的比重逐渐增加,在完全贯入后,侧摩阻力值约占桩端阻力的1/25;不同长宽比的板桩结构,其桩端阻力和桩侧摩阻力的单位值近似相等,并与准二维计算结果相近。     

印尼地区嵌岩灌注桩竖向承载特性现场试验

为更加深入研究不同竖向荷载作用下大直径嵌岩灌注桩的承载特性与荷载传递规律,以印尼地区某工程为依托,对3根直径为800 mm的嵌岩灌注桩进行单桩竖向抗压静载试验与桩身应力测试。试验结果表明:3根试桩的Q-s曲线均为缓变型,沉降量均不超过17 mm,回弹率较大,介于54.8%~70.9%之间,残余沉降较小,承载力较高,均满足设计要求。桩身轴力随桩顶荷载的增加逐渐增大,随深度逐渐递减;桩侧摩阻力的发挥具有异步性,随着荷载的增大,桩侧摩阻力逐渐发挥,在嵌岩段桩侧摩阻力最大,但仍未充分发挥;桩端阻力随桩顶荷载的增加近似呈线性增大,在最大荷载作用下,桩端阻力占比约55%,表现出摩擦端承桩的特性。研究结果对国内桩基规范的完善以及当地桩基规范的制订具有较重要的意义。