同轴双方柱气动力载荷的相互干扰

本文研究了在大气边界层气流中同轴双方柱气动力载荷的相互干扰,讨论了这种干扰与风向角和间距比之间的关系.结果表明处于相邻方柱的干扰下,上游方柱的最大气动力载荷大于单体的载荷;而下游方柱则受到前柱明显的阻挡作用,不仅如此,当风向角为0°,小间距下的后柱,不但没有阻力,还会受到反向的摧力.还发现在串列情况下存在和双圆柱类似的临界间距,阻力和升力在临界间距附近有明显的突变.同时将本实验的结果和一些文献中的结果进行了比较.     

Limit Cycle Oscillations of a Wing Section with a Tip Mass

This paper presents an investigation into the limit cycleoscillation phenomenon for a nonlinear aeroelasticsystem under unsteady aerodynamics. The system consists of a sweptbackwing section carrying a tip mass with one degree of freedom. Thejunction stiffness considered between the wing and the tip mass istrilinear. The method of harmonic balance, which can be very practicalin the study of nonlinear flutter, is used for the theoretical analysisof limit cycle oscillations. Stable, unstable and semi-stable limitcycles are predicted in the system for both cases of hardening andsoftening springs. Results found by numerical simulation provide theamplitudes of limit cycles. The experimental results in wind tunneltests agree well with the predictions obtained both theoretically andnumerically.     

风载对筒形高耸建筑物定向爆破倾倒过程影响的研究

对烟筒、水塔定向爆破的切口处进行了受力分析,着重考虑风载作用对倾倒力学条件的改变及对倾倒方向的影响,分析了转角、风载、切口大小之间的变化规律,并根据几个实例进行计算和分析。研究结果表明,风载对筒形高耸建筑物爆破倾倒方向有显著影响,风载增大时,偏转角呈线性增加,同时改变了中心轴的位置。计算时应根据建筑物的形状具体计算。     

抑制风噪装置的实验

本文基于风噪原理提出了一种抗风噪结构设计,来抑制传声器拾取风噪。该设计由渐变管道和填充泡棉的腔体两部分组成。渐变管道用来降低气流流速,填充泡棉的腔体用来充当声屏障。COMSOL有限元仿真验证了渐变管道降低流速的能力,风噪实验证明了该设计能有效地抑制风噪。讨论了关键因素对该结构抗风噪能力的影响：大的腔体,小的渐变管道等效直径和高的泡棉密度,都有利于抗风噪效果。最后,基于声传输线和等效电路理论,建立了声波经过该抗风噪结构的传递损失模型。基于该模型和高频不失真条件,提出了抗风噪结构的尺寸设计指标。     

风暴潮流运动的数值模拟

采用风暴潮全流运动方程组,对标准海域的风暴潮流运动进行数值模拟,利用以往的计算结果验证了数值模式,研究了开阔海域中,风暴气压、海域深度及底坡变化对风暴增水及流场的影响,分析了流速、潮位随时间和空间定量变化的规律。所建立的数值模型是进一步研究风暴潮流场中物质输运的基础。     

NS方程在隧道通风工程中的应用

在隧道通风工程中,为了研究通风过程中风压风速度的变化情况,将隧道中空气的流动看成流体力学中所研究的粘性不可压缩流体的非定常流动。用NS方程作为隧道通风的数学模型,采用三次插值伪质点法求解NS方程。以浙江台州104国道黄土岭隧道风改建工程为研究对象,对不同长度和高度的引洞通风状况给出计算机数值模拟,并进一步分析通风过程中风压风速的变化情况。从达到通风要求、提高通风效率的角度出发,可根据本文的计算结果与数据分析,选择最优化的通风方案。     

大跨度悬索桥在静风荷载下的动力持性研究

大跨度桥梁的动力特性是研究桥梁振动的基础,随着跨度的增加,桥梁更加轻型化和柔性化,其几何变形与内力状态地随着风速的改变而变化,从而影响到结构的动力特性,本文介绍了风速变化时大跨径悬索桥动力特性的计算方法,并以广东虎门大桥为例,分析了大跨度悬索桥动力特性随风速度化的规律。     

高层建筑TMD风振控制优化设计

本文探讨了高层建筑TMD风振控制优化设计方法,研究了高层建筑TMD风振控制最优参数取值问题,给出了高层建筑TMD风振控制设计步骤,最后给出了算例说明及其应用。     

基于风洞试验的不同坡度多跨锯齿屋面风压特性研究

多跨锯齿屋面因其具有跨度大、结构轻盈的特点成为典型的风灾易损结构。目前国内规范对锯齿屋盖的风荷载规定较为粗略,简单给定了统一的风压系数参考值,在实际工程应用中具有一定的局限性。本文以某4跨锯齿房屋为研究对象,通过风洞试验测试了15°、21°、26°、30°和40°等5种不同屋面坡度对锯齿屋盖风压特性的影响。试验结果表明,我国建筑结构荷载规范GB 50009-2012关于锯齿屋面的负风压系数绝对值明显偏小,锯齿屋面最不利均面积负风压系数随着坡度的增加逐渐从高屋角(HC)区转移到屋面边区(SE),且与HC区相反,SE区内的最不利负风压系数绝对值随角度增加而增大;锯齿中间B、C跨最不利均面积负风压系数始终出现在HE区,其绝对值随角度增加而增大,而尾跨D则出现在SE区,且随角度增加而减小;屋面最不利极值负风压系数为-9.6,随着屋面坡度的增大,屋面的最大极值负风压系数绝对值逐渐减小。此外,以各坡度屋面负风压系数的分布为依据,给出了不同屋面坡度范围和不同跨屋面风压系数分区划分建议。     

An axisymmetric problem of an embedded mixed-mode crack in a functionally graded magnetoelectroelastic infinite medium

This paper investigates the problem of an axisymmetric penny shaped crack embedded in an infinite functionally graded magneto electro elastic medium. The loading consists of magnetoelectromechanical loads applied on the crack surfaces assumed to be magneto electrically impermeable. The material’s gradient is parallel to the axisymmetric direction and is perpendicular to the crack plane. An anisotropic constitutive law is adopted to model the material behavior. The governing equations are converted analytically using Hankel transform into coupled singular integral equations, which are solved numerically to yield the crack tip stress, electric displacement and magnetic induction intensity factors. A similar problem but with a different crack morphology, that is a plane crack embedded in an infinite functionally graded magneto electro elastic medium, was considered by the authors in a previous work (Rekik et al., 2012) [25]. While the overall solution schemes look similar, the axisymmetric problem resulted in more mathematical complexities and let to different conclusions with respect to the influence of coupling between elastic, electric and magnetic effects. The main focus of this paper is to study the effect of material non-homogeneity on the fields’ intensity factors to understand further the behavior of graded magnetoelectroelastic materials containing penny shaped cracks and to inspect the effect of varying the crack geometry.