空间异型双曲面钢屋盖缺陷稳定性分析及试验研究

南通体育会展中心钢屋盖为空间异型双曲面,结构高跨比和矢跨比均较小,稳定性分析是其设计中的一个关键问题。本文在体育馆缩尺模型试验基础上,对其钢屋盖结构进行了几何非线性和双非线性稳定分析,分别采用实测缺陷法、一致缺陷模态法、改进随机缺陷法考虑结点位置偏差缺陷的影响。结果表明：实测缺陷法双非线性分析结果是评估体育馆屋盖结构实际安全性的重要依据;一致模态法的临界荷载概率可靠度较低。通过改进随机缺陷法,对该屋盖结构的稳定性能有了比较全面的认识,并定量分析了设计临界荷载和一致模态法分析的临界荷载的可靠性。     

Active sloshing control in a smart flexible cylindrical floating roof tank

An exact three dimensional fully-coupled hydro-elastic analysis for transient liquid sloshing in a partially-filled vertically-standing flexible circular cylindrical shell container fitted with a freely floating smart piezo-sandwich thin elastic circular plate is presented. The problem formulation is based on the linear water wave theory, the classical (Kirchhoff/Sanders) thin plate and shell models, Maxwell's equations of electrodynamics, Stokes’ transformation, and eigen-function expansions in cylindrical coordinates. The control action is achieved by combined volume displacement and volume velocity feedbacks (VDF, VVF) implemented in a second order active damping (AD) compensator via two competent evolutionary heuristic optimization techniques that systematically tune the controller gain parameters while constraining the floating panel displacement and control voltage. The uncontrolled and controlled transient responses of the coupled hydro-elastic system under various external disturbances (i.e., a harmonic base excitation, a real seismic event, a severe launch vehicle liftoff event, and a distributed impulsive transverse load on the floating panel) are calculated by means of Durbin's numerical inverse Laplace transform scheme. Moreover, the free vibration characteristics of the coupled fluid/structure interaction (FSI) system are briefly studied. The superior performance of the proposed active floating roof control configuration in effective suppression of the key hydro-elastic parameters (panel displacement, and shell displacements/stresses) is demonstrated. It is also found that, in the current FSI control problem, the Multi-objective Particle Swarm Optimization (MOPSO)-based ADC outperforms the Non-dominated Sorting Genetic Algorithm (NSGA-II)-based method, in terms of convergence rate and computational effort. Limiting cases are examined and the precision of results is verified by comparisons with the existing data as well as with the results produced by a commercial finite element package.     

DPIV study of the effect of a gable roof on the flow structure around a surface-mounted cubic obstacle

The present paper reports a thorough comparison of the turbulent flow characteristics exhibited by a cubic surface-mounted obstacle and a simple geometric variant (gable roof of 30° roof pitch). The measurements supporting this study were obtained by the use of a 2D-DPIV system. Significant differences in the large-scale vortical structures and turbulent kinetic energy fields implied drastic consequences with respect to the advective and turbulent dispersive characteristics of the flow at roof and ground levels.

圆形折板壳屋盖的内力计算及截面配筋程序

本文用有限差分法对在轴对称荷载作用下的圆形折板壳屋盖进行静力分析,得到沿壳体径向内力。然后按GB110-89进行配筋及裂缝宽度、刚度计算。用BASIC语言,在SHARP PC-1500上实现。     

片状放大器泵浦腔屋脊形反射器性能分析

 用蒙特卡洛光线追迹法模拟和比较屋脊形截面反射器与平板反射器的光传输性能 ,分析反射器构型对泵浦腔性能的影响。三维光线追迹结果显示：在本文设定的腔体构型条件下, 屋脊形反射器腔的光传输效率可达63％,优于平板反射器腔的传输效率(η≤56%)。     

Effects of supported angle on stability and dynamical bifurcations of cantilevered pipe conveying fluid

The effects of the supported angle on the stability and dynamical bifurcations of an inclined cantilevered pipe conveying fluid are investigated. First, a theoretical model of the pipe is developed through the force balance and stress-strain relationship. Second, the response surfaces, stability, and critical lines of the typical hanging system (H-S) and standing system (S-S) are discussed based on the modal analysis. Last, the bifurcation diagrams of the pipe are presented for different supported angles. It is shown that pipes will undergo a series of bifurcation processes and show rich dynamic phenomena such as buckling, Hopf bifurcation, period-doubling bifurcation, chaotic motion, and divergence motion.     

ID3算法在顶煤冒放性评价中的应用

顶煤的冒放性好坏直接决定综采放顶煤工艺的使用效果 ,已经有多种方法对顶煤冒放性做出评价 ,但这些方法都不能生成评价规则 ,尝试采用数据挖掘中 ID3算法对 3 0个矿井的顶煤冒放性进行分类研究 ,在此基础上生成一棵决策树 ,并由此形成了一系列评价规则 ,最后就该算法的应用效果进行评价 .     

悬臂输流管道在基础激励与脉动内流联合作用下的参激振动

首先建立了悬臂输流管道在基础激励与脉动内流联合作用下的运动方程;然后基于Galerkin法研究了该系统的非线性动力学行为,分析了系统运动状态随激励频率和相位差的变化,以及混沌百分比随频率比(基础激励频率与脉动频率之比)和相位差的变化。结果表明,无论以激励频率还是以相位差为分岔参数,系统都具有多种形式的动态响应,包括周期运动、概周期运动和混沌运动,但进入和脱离混沌的途径不同。相位差和频率比对系统的混沌百分比有重要影响:相位差为π/2时系统混沌百分比最大;频率比为1时系统混沌百分比最小,频率比较小或较大时系统混沌百分比与只有基础激励时接近。     

Nontraditional Substructuring Procedure for Analysis of Free-Form Shells

An efficient nontraditional scheme of the substructuring method is expounded. It is based on the curvilinear mesh method (CMM) used for analysis of complex shell structures. In forming the stiffness matrix, this approach excludes fully the shell displacement approximation errors. A numerical algorithm that preserves the efficiency of the CMM for shells of arbitrary form is developed. The stress–strain problem for a boxed beam with diaphragms and a cylindrical roof shell is solved numerically. The results are compared with those obtained by other numerical methods