小湾水电站混凝土生产和运输系统精细化管理

通过细化标准化作业程序,提高设备运行效率,取得了良好的成效,确保了小湾工程混凝土浇筑过程中的持续高强度的实现。     

螺纹切头中螺纹梳刀的运动分析

螺纹梳刀是加工螺纹一种刀具,被广泛应用于加工石油、建筑行业用的螺纹中。螺纹梳刀切头加工螺纹的最大优势在于效率高,将加工时间缩短一半以上,并且能保证工件的受力平衡,特别是应用在活动钳口螺纹的加工上。本文探索螺纹梳刀的结构特点,分析了螺纹梳刀的发展,同时在Pro/E中进行模拟加工及运动分析。     

埋入混凝土中PZT声场指向性和声能研究

将PZT作为声源埋入混凝土中构成的混凝土压电机敏模块具有超声检测功能。对埋入该模块中的PZT圆片模态分析发现,在各阶振动模态下PZT声辐射面存在分布不同的振幅极大值区域。基于混凝土压电机敏模块的声场指向性和声能实验表明:将PZT声辐射面等效为振幅相等的单一点声源的叠加,忽略振动模态对声场指向性影响,使得PZT圆片的声场指向性随频率变化规律偏离实际较大,而且在相同频率下声场指向性理论结果比实验结果发散;在各阶固有频率激励下,PZT圆片的声场指向性集中,但在一阶固有频率下声能最高,更适用于超声检测。     

An efficient generation method of embedded reinforcement in hexahedral elements for reinforced concrete simulations

In this paper, an automatic procedure for the generation of embedded steel reinforcement inside hexahedral finite elements is presented. The automatic mapping of the entire reinforcement network inside the concrete hexahedral finite elements is performed using the end-point coordinates of the rebar reinforcement macro-elements. By introducing a geometrical constraint, this procedure decreases significantly the computational effort for generating the input data of the embedded rebar elements in three-dimensional finite-element analysis, particularly when dealing with relatively large-scale reinforced concrete models. The computational robustness and efficiency of the proposed mesh generation method are demonstrated through numerical experiments.     

基于 GAs 模糊控制的掘进机截割电动机恒功率控制

为了解决悬臂式掘进机截割随机分布的煤岩时载荷变化剧烈、能量消耗大、工作效率低的问题,利用遗传算法对悬臂摆动速度进行模糊控制,实现对截割电动机的恒功率控制。建立了掘进机悬臂水平摆动系统的仿真模型,利用Matlab软件对模型进行仿真。结果表明：该系统较传统控制方式的悬臂摆动速度波动减小25.9%,截割电动机功率超调小5.0%,调节时间缩短0.1s,响应速度快、精度高,具有良好的控制特性,能根据截割煤岩的不同,自动调节悬臂摆动速度,降低了掘进机功率损失、提高了工作效率。     

水工混凝土结构裂缝成因挖掘的粗集方法研究

裂缝是水工混凝土结构常见病害之一,针对水工混凝土结构运行期的裂缝问题,应用粗集理论,结合实测资料,对裂缝产生的主要原因进行了系统地研究,提出了裂缝成因挖掘的粗集方法.     

Ductility of FRP plated flexural members

The design of reinforced concrete (RC) flexural members such as beams, slabs and columns is intrinsically based on the inherent ductility of the member. In reinforced concrete beams and slabs, ductility is generally achieved by using ‘under-reinforced’ sections and generally governed by the neutral axis depth parameter k_u which requires ultimate failure by concrete crushing at a specified strain ε_c. As the plates of fibre reinforced polymer (FRP) plated RC beams can fracture or debond before the concrete crushes at ε_c, the k_u approach is not directly applicable. Hence, new fundamental approaches and a deeper understanding of ductility are required which are the subjects of this paper.     

Machinability of Metal Matrix Composites Reinforced by 3-D Network Structure

Metal matrix composites reinforced by three-dimensional (3-D) continuous network structure reinforcement (3DCNRMMC) are difficult to machine due to serious tool wear and poor surface roughness caused by the brittle and hard reinforcement which interpenetrate into ductile matrix. In order to achieve the approach of low cost of 3DCNRMMC, the machinability of it needs to be understood. The influences of three cutting parameters and volume fraction of reinforcement on cutting force were analyzed in detail. The results indicate that: (1) Due to the brittle phase(s) introduced into ductile matrix of composites, there is a large fluctuation of cutting force causing deterioration of machinability. The fluctuation ranges of cutting forces, initially increase rapidly with the increase of volume fraction of reinforcement and then decrease finally, are largest at the range of the volume fraction of 55–65%; (2) The influence of cutting parameters on cutting force is obvious. With the increases of cutting speed, cutting force decreases gradually unless cutting speed exceeds the value of 209 m/min. Cutting forces increase with increasing feed rate and depth of cut; (3) Owing to the large fluctuation of cutting force, there were some cratered surfaces caused by Si₃N₄ reinforcement pulling-out and flaking-off. Some brittle phase protruding from the machined surface caused the deterioration of machined surface.