计入构件形变影响的超声波测量应力方法

根据弹塑性力学的基本原理,分析了材料在弹性应变范围内受单向应力情况下应变对超声波传播时间的影响,提出了经应变修正的超声波测量应力模型.采用基于超声波纵波回波信号的声时测定方法测试了立方体试样在无应力和有应力状态下的时间变化量,数据的重复测量误差仅为0.01%.实验证明了超声波测量应力模型的正确性和声时测定方法的可行性.通过对应变的修正,能够很好地反映出由应力引起波速变化所造成的时间变化量随应力变化的关系.

卷边翼缘工形变截面构件在压弯荷载作用下平面内稳定承载性能研究

针对卷边工形变截面构件在压弯作用下的面内稳定承载性能进行研究,并在已有的卷边工形等截面压弯构件面内稳定承载力公式的基础上,参照CECS 102∶2002《门式刚架轻型房屋钢结构技术规程》中的变截面构件设计方法,给出卷边工形变截面构件压弯平面内稳定承载力的计算公式。楔率是影响变截面构件稳定承载力的重要因素,设计了一系列算例,重点考察楔率对变截面卷边工形构件稳定承载性能的影响,同时也验证了所给出的平面内稳定承载力计算公式的准确性和适用性。

Hot deformation behavior and constitutive modeling of Q345E alloy steel under hot compression

Q345E as one of typical low alloy steels is widely used in manufacturing basic components in many fields because of its eminent formability under elevated temperature. In this work, the deformation behavior of Q345E steel was investigated by hot compression experiments on Gleeble-3500 thermo-mechanical simulator with the temperature ranging from 850 ℃ to 1150 ℃ and strain rate ranging from 0.01 s-1 to 10 s-1. The experimental results indicate that dynamic softening of Q345E benefits from increasing deformation temperature and decreasing strain rate. The mathematical relationship between dynamic softening degree and deformation conditions is established to predict the dynamic softening degree quantitatively, which is further proved by some optical microstructures of Q345E. In addition, the experimental results also reveal that the stress level decreases with increasing deformation temperature and decreasing strain rate. The constitutive equation for flow stress of Q345E is formulated by Arrihenius equation and the modified Zener-Hollomon parameter considering the compensation of both strain and strain rate. The flow stress values predicted by the constitutive equation agree well with the experimental values, realizing the accurate prediction of the flow stress of Q345E steel under hot deformation.

Study on the shock absorbing technique of high speed railway bridges

Based on the idea of "bearing function separation", a structural member called shock absorber that makes use of its plastic deformation is presented for reducing the seismic response of the bridge. The design criterion for matching material stress, strain and earthquake fortification aim, is also given. The analysis results show that the high speed railway box girder with the absorber in this paper has great reduction effect in seismic response of the bridge piers.

The Preparation of Ultra-fine Calcium Carbonate and Its properties Study

This article adopts the double decomposition method, select the appropriate experimental conditions and operation process, respectively add appropriate amount of sodium carboxymethyl cellulose （CMC） as crystal control agent to study the influence of crystalline of ultrafine calcium carbonate. The experimental results show that the different concentrations of CMC as crystal control agent on the morphology and crystal structure of calcium carbonate have obvious effect, which emerge morphology change from square to spherical, crystalline transition from calcite to aragonite. Thus, the results provide experimental data and theoretical basis for the use of different additives, and provide experimental basis and feasible solution for this kind of reaction.

观察与量取——对佛光寺东大殿三维激光扫描信息的两点反思

本文通过近期对山西省五台山佛光寺东大殿前檐斗棋三维激光扫描测量所得数据进行深入分析,并借鉴前人研究成果,结合近期相关案例研究,对其下层昂底与二跳华拱交互斗的交接关系以及构件形变对于数据量取和下昂斜度计算的影响等构造细节问题进行分析和讨论。

Design for structural flexibility using connected morphable components based topology optimization

In topology optimization of structures considering flexibility, degenerated optimal solutions, such as hinges, gray areas and disconnected structures may appear. In this paper, built upon the newly developed morphable component based topology optimization approach, a novel representation using connected morphable components(CMC) and a linkage scheme are proposed to prevent degenerating designs and to ensure structure integrity. A lower bound condition of the thickness of each component is also incorporated to completely remove the smallest components in an optimal configuration. Designs of flexible structures, such as compliant mechanism design, maximum compliance structure design, and design of low-frequency resonating micro devices are studied to validate the proposed methodology. Our work demonstrates that the new methodology can successfully prevent degeneration solutions and possesses other advantages, such as minimum member size control in topology optimization of flexible structures.

Simulation of Unsteady State Performance of a Secondary Air System by the 1D-3D-Structure Coupled Method

This paper describes the calculation method for unsteady state conditions in the secondary air systems in gas turbines. The 1D-3D-Structure coupled method was applied. A 1D code was used to model the standard components that have typical geometric characteristics. Their flow and heat transfer were described by empirical correlations based on experimental data or CFD calculations. A 3D code was used to model the non-standard components that cannot be described by typical geometric languages, while a finite element analysis was carried out to compute the structural deformation and heat conduction at certain important positions. These codes were coupled through their interfaces. Thus, the changes in heat transfer and structure and their interactions caused by exterior disturbances can be reflected. The results of the coupling method in an unsteady state showed an apparent deviation from the existing data, while the results in the steady state were highly consistent with the existing data. The difference in the results in the unsteady state was caused primarily by structural deformation that cannot be predicted by the 1D method. Thus, in order to obtain the unsteady state performance of a secondary air system more accurately and efficiently, the 1D-3D-Structure coupled method should be used.