钢管混凝土轴压长柱试验分析

本文通过对 3种长度的方形钢管混凝土柱和 2种长度的矩形钢管混凝土柱的试验分析 ,比较了 2种计算柱子轴压稳定系数的方法 ,得出了现行公式能很好地计算方形钢管混凝土柱的轴压稳定系数 ,但对于矩形钢管混凝土柱的轴压稳定系数计算 ,还必须进一步修正。     

瘦腰型百叶窗翅片热力性能数值模拟

通过数值模拟方法得到常规百叶窗翅片和瘦腰型百叶窗翅片在流动传热单元内的速度场、温度场与压力场分布,比较分析二者的热力性能差异。结果表明,瘦腰型翅片百叶窗栅格较窄,截面上壁面阻力小,流速较快,边界层分离早,平均温度和出口温度均最低。瘦腰型翅片进出口压降小,阻力消耗低。Re_(Lp)=228~1 028范围内,f因子比常规翅片最大可降15.9%。相对于常规翅片,瘦腰型翅片j/f增幅高于11.3%。采用j/f 1/3作为评价指标,瘦腰型翅片综合性能仍优于常规翅片,且雷诺数越高效果越明显。     

基于加速寿命试验的自润滑关节轴承可靠性分析

为了实现正常应力下自润滑关节轴承的可靠性评估,利用加速寿命试验的寿命数据及可靠性分析方法,针对自润滑关节轴承的寿命可靠性进行了研究。通过Weibull概率图检验法和F检验法 对自润滑关节轴承加速寿命试验中的寿命数据进行分布假设检验,结果显示自润滑关节轴承的寿命服从Weibull分布。采用最佳线性无偏估计法对寿命数据进行参数估计,得到了自润滑关节轴承在不同加速应力下的可靠度、可靠寿命、平均寿命和失效率等可靠性指标。外推出了自润滑关节轴承在正常应力下的寿命可靠度函数,并对其进行了试验验证;验证值与预测值比较接近,表明加速寿命试验是可行的,可以实现正常应力下自润滑关节轴承的可靠性分析。     

不同剖面形状的栅格壁对栅格翼气动特性的影响?

鉴于栅格翼相对于传统平板翼所体现的优越性,有必要研究其气动特性。栅格壁剖面形状作为一个重要的几何特征,采用数值模拟的方法,分别对不同的剖面形状进行气动分析。结果显示：剖面形状为菱形、四角形、六角形的栅格翼与矩形剖面的栅格翼相比能够很大程度的减小阻力,一定程度上增加升力,并且提高升阻比。流线型剖面的栅格翼中,菱形和四角形的栅格翼存在较好的气动性能。     

CFD analysis of natural convection heat transfer augmentation from square conductive horizontal and inclined pin fin arrays

Numerical investigations on natural convection heat transfer from a vertical isothermal plate with pin fins have been made by solving the Navier–Stokes equation along with the energy equation. Average Nusselt number for the plate with different configurations of pin fins have been obtained. It was observed that the maximum increase of the average Nusselt number occurs at S_v/L?=?0.2 for θ?=?45° with fin height of 24?mm (H/t?=?8). The average Nusselt number increases with fin aspect ratio and decreases with angle of inclination. There is not much difference between the average Nusselt number for in-line and staggered arrangement of fins for the range of parameters studied in the present work. A correlation is developed to predict the average Nusselt number of the plate as a function of fin spacing in stream- and span-wise direction, aspect ratio of fins and its angle of inclination.     

Experimental seismic evaluation of old concrete columns reinforced by plain bars

Concrete buildings reinforced by plain (smooth) bars are one of the special types of old reinforced concrete buildings that were generally built before the 1970s. As columns are generally the most important structural members of a framed structure, understanding their realistic seismic behavior is very helpful in estimating structural deformations, forces and energy dissipation capacities. Furthermore, in most of old‐framed building structures, columns play a key role in the final behavior because of strong beam–weak column conditions. This article reports the results of experimental monotonic and cyclic tests on four concrete column specimens reinforced by plain bars and with various types of splices. Through the experimental results, it tried to obtain more clarification on the complicated behavior of such old reinforced members as well as the differences compared with relevant results of columns reinforced by deformed bars. It was realized that slip (fixed‐end rotation) contribution is the major source of deformation in all specimens independent from type of splices. Moreover, general mode of behavior was restrained‐rocking action independent of type of splice detailing. A simple theory for the explanation of hysteresis force–displacement response was proposed. The theory assumes a concrete block rocking element that is restrained with plain bars at both ends. Copyright © 2010 John Wiley & Sons, Ltd.     

《白鹿原》祠堂的场所精神

文学作品中的故事情节往往离不开生动的建筑场所,然而文学语言的描述,往往无法满足读者对于建筑场所的空间感受,大部分借助于读者自身的想象。因此,本文试从场所精神的角度解读白鹿祠堂,包括：白鹿祠堂与白鹿原的环境关系、祠堂的格局、祠堂里发生过的故事以及祠堂的最终命运四个方面,阐释了祠堂与自然、人、社会的巧妙关联性。从而,较全面的再现白鹿祠堂的场所性与空间感,为研究文学作品中的建筑场所提供一种可探讨的思路。     

向心关节轴承撑杆上节点试验研究及有限元分析

将向心关节轴承引入弦支穹顶结构的索杆体系,作为撑杆上节点的刚性转动核心,形成了向心关节轴承撑杆上节点。对该节点进行轴向加载试验,得到其承载力以及全过程应力发展情况。试验结果表明,即使在节点耳板屈服后,刚性转动核心转动性能仍然良好,能够保证该节点在轴压作用下仍然具有较好的转动能力。采用ANSYS软件对该节点试验进行了考虑接触的非线性有限元分析,得到各部件应力状态,补充节点试验数据。试验和数值分析结果表明,该类型节点力学性能良好。最后根据分析结果提出了铰节点刚性转动核心的概念,并给出了该类型撑杆上节点承载力及转动能力的建议设计计算式。     

清水砖墙在工业厂房建筑中的应用

对清水砖墙的外观与性能进行了简单的介绍,以六味斋食品工业园工程为例,阐述了清水砖墙细部策划排砖、砌筑施工、游丁走缝、框架结构及构造柱表面处理等施工工艺方法,并分析了其应用效果,指出清水砖墙不仅典雅、美观,而且绿色、节能、环保。     

丘陵及平原地区市政排水管道设计探讨

我国市政排水管道设计虽有几十年的设计经验可供参考,但在复杂的自然条件下也容易出现一系列设计问题。本文就丘陵地区在市政排水管道设计中应该注意的问题及解决方法进行了分析和研究。