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2.
The present study focuses on experimental investigation of through the thickness displacement and strain field in thin adhesive layer in single sided (unsymmetrical) patch repaired CFRP (carbon fiber reinforced polymer) panel under tensile load. Digital image correlation (DIC) technique is employed to acquire the displacement and strain (longitudinal, peel and shear) field. Experimental determination of shear transfer length based on shear strain field obtained from DIC is introduced to estimate the optimum overlap length which is an essential parameter in patch design for the repair of CFRP structures. Further, DIC experiment with magnified optics is performed to get an insight into complex and localized strain field over thin adhesive layer especially at critical zones leading to damage initiation. The failure mechanism, load displacement behavior, damage initiation and propagation are closely monitored using DIC. The influence of patch edge tapering on strain distribution in adhesive layer is also investigated. The DIC successfully captures the global and localized strain field at critical zones over thin adhesive layer and further helps in monitoring the damage based on strain anomalies. Strains are found to have maximum magnitude at the patch overlap edge and the shear strain level in adhesive layer is higher than the peel strain. Normal tapering increases the peel strain and has negligible influence on shear strain level in adhesive layer. The recommended overlap length is found to be consistent with the recommendation in the literature. Whole field strain pattern and the overlap length obtained from experiment are further compared with the finite element analysis results and they appear to be in good coherence. 相似文献
3.
Field Static Load Test on Kao-Ping-Hsi Cable-Stayed Bridge 总被引:1,自引:0,他引:1
Field load testing is an effective method for understanding the behavior and fundamental characteristics of a cable-stayed bridge. This paper presents the results of field static load tests on the Kao-Ping-Hsi cable-stayed bridge, the longest cable-stayed bridge in Taiwan, before it was open to traffic. A total of 40 loading cases, including the unit and distributed bending and torsion loading effects, were conducted to investigate the bridge behavior. The atmospheric temperature effect on the variations of the main girder deflections was also monitored. The results of static load testing include the main girder deflections, the flexural strains of the prestressed concrete girder, and the variations of the cable forces. A three-dimensional finite-element model was developed. The results show that the bridge under the planned load test conditions has linear superposition characteristics and the analytical model shows a very good agreement with the bridge responses. Further discussion of deflection and cable forces of the design specifications for a cable-stayed bridge is also presented. 相似文献
4.
本文介绍一种智能型、高精度PWR控制器SA4828,其控制实行全数字化产生三相脉宽调制波形.本文采用此器件设计大功率直流电源应用于22KW直流电机测试,对感性负载表现出具有纹波小,响应迅速、硬件电路简洁、控制简单易于编写的优点。 相似文献
5.
轻型钢骨结构低层住宅设计荷载分析 总被引:1,自引:0,他引:1
本文讨论了北美低层钢骨结构住宅结构设计的荷载问题,包括各类荷载的取值和计算方法,以及荷载组合模式,并提出了在我国相关规范没有出台前,在国内进行设计时应该注意的一些问题。 相似文献
6.
蒋光祖 《上海电机学院学报》2003,6(4):9-10
推导了变压器二次负载电压的计算公式,建议由此公式代替以往原理书中惯用的近似公式。利用此公式绘制和分析了不同功率因数额定负载时的相量轨迹图。 相似文献
7.
改善磁盘阵列性能的方法 总被引:5,自引:0,他引:5
磁盘阵列是解决计算机I/O瓶颈问题的有效方法之一,通过对现有磁盘阵列结构的研究,提出了4种改善磁盘阵列性能的方法,即良分利用磁盘带宽,平衡多盘的负载,减少奇偶检验数据存取时间和磁盘阵列Cache技术等,分析结果表明:在事务处理应用领域,利用Cache来把小写转化为大写可大大改善目前一般情况下,以一道数据大小来作为磁盘的基本存取大小是合适的选择,磁盘阵列负载平衡设计不足是指正常模式下系统请求在多盘间 相似文献
8.
Christopher Higgins 《Canadian Metallurgical Quarterly》2004,9(6):599-605
Concrete filled grid bridge decks exhibit orthogonal elastic properties and significant two-way bending action enabling orthotropic plate theory to determine structural response for these elements. Current American Association of State Highway and Transportation Officials load and resistance factor design (LRFD) specifications employ an orthotropic plate model to predict live load moment in concrete filled grid bridge decks but provide no guidance for computing displacement, a potentially important serviceability consideration. This paper presents equations to approximate the maximum deflection in concrete filled grid bridge decks based on orthotropic plate theory, multiple patch loads, LRFD design truck and tandem load cases, the influence of multiple spans, and the two most common deck orientations. 相似文献
9.
10.
中国石化扬子石化股份公司烯烃厂2^#丁二烯装置使用某厂生产的44台ZE型离心泵。其机械密封使用寿命短,机封的小弹簧及辅助密封环在选材上存在一些问题。通过在实践中摸索与总结。对弹簧及密封环选用合适的材料,对原机封的结构进行改进,收到良好效果。 相似文献