Flexural behaviour of RC slabs strengthened with prestressed CFRP strips using different anchorage systems

The Externally Bonded Reinforcement (EBR) technique using Carbon Fiber-Reinforced Polymers (CFRP) has been commonly used to strengthen concrete structures in flexure. The use of prestressed CFRP material offers several advantages well-reported in the literature. Regardless of such as benefits, several studies on different topics are missing. The present work intends to contribute to the knowledge of two commercially available systems that differ on the type of anchorage: (i) the Mechanical Anchorage (MA), and (ii) the Gradient Anchorage (GA). For that purpose, an experimental program was carried out with twelve slabs monotonically tested under displacement control up to failure by using a four-point bending test configuration. The effect of type of anchorage system (MA and GA), prestrain level (0 and 0.4%), width (50 mm and 80 mm) and thickness (1.2 mm and 1.4 mm) of the CFRP laminate, and the surface preparation (grinded and sandblasted) on the flexural response were the main studied parameters. Better performance was observed for the slabs: (i) with prestressed laminates, (ii) for the MA system, and (iii) with sandblasted surface preparation.     

用增量的累积量方法测量大气风场

为了在非平稳、非线性条件下能得到真实风场的良好估计,提出了一种用空间分布天线（SA）雷达信号的增量累积量测量大气风场参数的方法。该方法基于结构函数方法,利用高阶累计量在信息处理中的特性,用零延迟的增量累计量求解平均水平风速等具体参量，并在大气散射模型基础上对增量累积量方法进行了数值模拟,得出了同理论分析一致的结果.分析和计算表明,该方法完全适用于局地平稳条件，可以减小风场参量估计对天线间距的敏感度；阶数k≥3时,对高斯噪声有很强抑制;同时可以得到风场参量的高阶估计，这是普通的二阶方法（如全相关分析、全谱分析）不具备的。     

有粘结预应力在252m地下室顶板中的应用

在总长度 2 5 2m的超长不设缝地下室顶板中 ,采用了预应力、设置后浇带等综合抗裂技术 ,并对有粘结预应力平板的设计理论、施工工艺、锚固体系及超长结构预应力损失控制和抗裂控制作了深入研究。     

无粘结预应力楼板新规范设计方法

目前国内现浇预应力楼板几乎均采用无粘结预应力方案,因而掌握其设计方法无疑具有现实意义。本文根据新规范,系统地介绍了高层建筑无粘结预应力楼板的设计方法,内容包括:设计原理、基本步骤及设计中需要注意的一些问题。     

浅谈先张法预应力空心梁板施工质量通病的分析和防治

通过对先张法预应力空心梁板施工时容易忽视和发生的几个质量通病产生原因的分析，并结合工程实际和工作体会，粗略探讨了防治这些质量通病的一些措施和方法。     

预应力锚固技术在水口水电站工程中的应用

水口水电站在溢流坝闸墩，坝顶门机梁及启闭机梁等部位采用了预应力锚固技术。本文介绍了预应力锚固的设计及施工工艺，并通过对观测资料的分析，评价其设计的合理性。     

郁江梯级水电站群联合优化调度初探

郁江梯级水电站群由西津、仙依滩和桂航3座水电厂组成。针对西津电厂出力变化频繁,加上西津下游两电厂装机容量较小,经常出现弃水,用增量动态规划法进行了联合优化调度探索,同时介绍马斯京根分段流量演算法。     

On the mechanical behavior of aluminum alloys reinforced by long or short alumina fibers or SiC whiskers

This study was initiated to examine the dispersion of longitudinal and transverse waves in metal matrix composites in order to obtain the dynamic elastic modulus and to evaluate various models for predicting the composite's macroscopic elastic constants from the properties of its constituents. The materials chosen for this investigation were alumina continuous fibers on the one hand and alumina and SiC short fibers on the other hand, all embedded in an aluminum alloy matrix. In addition, some indications have been obtained experimentally for the acoustoelastic effect in the composite.     

无粘结预应力卵形消化池的受力分析及设计

本文采用有限元计算分析软件ANSYS对近年来出现的卵形消化池进行计算分析,着重对卵形消化池在多种荷载下的内力与变形进行分析,并采用二次曲线模拟沿高度均匀变化的壁厚。提出适合卵形消化池结构预应力钢筋等效为均布荷载的计算与配筋方法,取得较好的结果。     

基于激光多普勒测速法的2×106m/s2高冲击校准技术

在高冲击传感器动态性能校准中,实现高量程、宽脉冲激励是目前高冲击校准急需解决的问题。采用速度改变法校准原理,以气炮为激励源,利用激光多普勒测速方法测量砧体运动速度,建立高冲击校准系统。分析碰撞系统的作用原理,提出调整和控制激励脉宽的方法;分析测速误差,提出双光束差动侧向测速方法。实验结果表明:高冲击校准系统校准量程为2×106m/s2,激励脉宽在2×106m/s2时大于100μs,校准冲击灵敏度的扩展不确定度小于5%(k=2)。