Buckling design of stiffened sheet-based inner core based on bifurcation analysis

In the structural design of the sandwich plate, the inner core plays a key role to have its maximum performance. A shaped pyramidal truss core is proposed in order to increase the strength and productivity of the sandwich core. In this paper, the design guidelines of the shaped pyramidal truss core, which is enhanced by forming a cross-section of an arc shape at the strut of the inner core, is described. The inner core is composed of a stiffened section and a transient section with a varying cross-section. The critical load for bifurcation in compressive instability is calculated using an analytical and FEM simulation. The analytical equation for the critical load of the shaped column is derived using the energy method. The various buckling modes (global, distortional, local) occur due to these effects. Therefore, complications induced by such effects must be taken into account in the design. Parametric studies for the stiffened core are conducted. The effect of geometric parameters is investigated for optimal design of the inner core and their influence have been discussed.     

Deep‐black‐coloring effect of fabrics made of noncircular cross‐section polyester filaments

The effects of noncircular cross‐section (NCCS) poly ethylene terephthalate (PET) filaments and its shape factor on deep‐black‐coloring of dyed fabrics were investigated by comparing to that of the circular cross‐section PET ones. Indexes such as K/S, L* and Integ values were used for characterizing the deep‐black‐coloring effect on fabrics. The results indicated that fabrics made with NCCS PET filaments exhibited good deep‐black‐coloring effects. The calculated shape factor of the NCCS PET fiber had a significant correlation with the degree of deep‐black‐coloring exhibited by the fabric made from the fibers. A qualitative optical analysis of the NCCS PET fibers was carried out to explain the causes of the deep‐coloring of the NCCS fibers. This analysis implies that the contours of the NCCS fiber composed of surfaces with varied curvature increase the scattering of light by lowering specular reflection and increasing interior reflected and refracted light. This, in turn, strengthens the deep‐coloring effect. © 2013 Wiley Periodicals, Inc. Col Res Appl, 39, 511–518, 2014     

箱形截面柱剪力键式全螺栓连接受力性能研究

为了解决传统箱形截面柱法兰连接节点对结构空间占用的问题，提出了一种箱形截面柱剪力键式全螺栓连接节点，并对2个全螺栓连接箱形截面柱和1个整体式箱形截面柱进行拟静力试验研究。观察了全螺栓连接箱形截面柱的破坏现象，分析了全螺栓连接箱形柱的滞回性能、承载力、刚度退化、延性以及耗能能力等受力特性。结果表明：整体式箱形截面柱和剪力键式全螺栓连接箱形截面柱均发生塑性铰破坏；滞回曲线饱满，具有良好耗能能力；剪力键和水平单向螺栓的设置可使全螺栓连接箱形截面柱承载力提高24.64%,竖向高强螺栓拉力降低29.44%;节点处钢连接件的设置约束了箱形截面柱的屈曲变形，与整体式箱形截面柱相比，全螺栓连接箱形截面柱的位移延性系数提高了26.47%;钢连接件间无滑移，剪力键式全螺栓连接节点连接可靠。通过剪力键式全螺栓连接节点与刚接节点有限元分析结果对比，表明在工程应用中箱形截面柱剪力键式全螺栓连接节点可等效刚接。采用GB 50011—2010《建筑抗震设计规范》对箱形截面柱剪力键式全螺栓连接节点进行承载力验算，计算结果与试验结果吻合。     

碳纤维布加固RC梁后的荷载-挠度全曲线的简化计算

为了得到碳纤维布加固RC梁后的荷载-挠度全曲线,许多文献的分析过程都需要借助计算机程序进行迭代计算,以确定每一个时段的中和轴高度,由此可得到相应的荷载-挠度关系。为了能在实际的工程设计中进行简化计算,本文通过求出各个界限荷载值以及与之对应的位移,利用各个界限点之间线性插值来得到荷载-挠度全曲线关系。给出了钢筋混凝土结构的分阶段平截面弹塑性分析法。计算结果与试验结果、有限元分析结果吻合良好,表明了该方法具有较高的精度,为碳纤维布加固梁提供了参考依据。     

基于变步长差分迭代方法的河道水面线计算

在计算天然河道水面线时，由于河道的不规则性，导致计算断面间距往往是不相等的。为此，依据水力学能量方程，建立了变步长差分迭代的水面曲线模型。该数学模型简单易行，适应性强，便于程序化实现。通过对河南省南部某河道治理工程水面线的推求验证，证明该方法可有效解决非等间距断面的水面线推求问题，且计算效率和精度较高，可为计算类似工程问题提供参考。     

汽车大梁用热轧H型钢的现状及标准综述

简要介绍了汽车大梁所使用的H型钢的现状，分析了汽车大梁用热轧H型钢标准研究的主要技术内容。     

基于VB的断面程序设计

主要针对导线极坐标法测设路线曲线的方法,通过到实地采集纵横断面点数据,研究并建立了与之相应的数据处理与内业图形绘制系统,实现了路线工程测量的现代化。     

蒸汽转化炉对流段热效率低的原因分析

结合2500t/d甲醇装置蒸汽转化炉的工艺流程及运行状况,分析与探讨蒸汽转化炉对流段热效率低的原因,并制定出相应的改进措施。     

不同标准油气输送管抗H2S腐蚀试验的差异

对HSE01rI95635-FullRingTest，NACETM0284和NACETM0177三个标准的试验方法进行了比较，根据HSEOTI95635试验标准对X60油气输送管道进行了管段抗H：S腐蚀试验，并将其试验结果与NACETM0284和NACETM0177标准的试验结果进行了对比分析，比较了不同试验方法的异同。对比发现，按照HSEOTI95635标准进行的试验保留了制管过程中产生的残余应力，试样内表面单面接触试验溶液．有易于实现超声波等监测设备的实时监测，使试验条件更加接近输送管线的实际服役状况；NACETM0284和NACETM0177的试验中没有残余应力，NACETM0284标准的试验条件最为苛刻，比实际的油气管道腐蚀环境要恶劣。，在生产检验中应根据不同的要求选择合理的试验方法。     

路桥工程施工中的过渡段施工技术研究

随着我国现代化建设进程的加快，路桥工程的建设施工技术在不断进步，路桥工程的施工质量也在不断提升。因此，路桥工程施工中的过渡段的施工对于整体施工质量影响很大。笔者对路桥工程施工中的过渡段的施工技术进行了研究。