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IntroductionFlexiblecableswithlargesagareakindofspecialengineeringstructures.Theyareusedinoverheadtransmissionlineswithhighvoltage,aerialcablesfortransport,largespanstructuresinbridgesandcivilengineering[1,2].Theywillmoveinlargerangeunderwind,loaddesigned… 相似文献
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准确鉴定赋存于流体包裹体中的子矿物对于揭示沉积、成岩和成矿等地质过程中相关流体的地球化学信息具有重要的意义。而应用显微激光拉曼光谱技术分析子矿物的类型具有原位无损、灵敏度高、稳定性好以及简便快捷等优势,目前已得到了广泛地应用。利用显微激光拉曼光谱技术,首次对东营凹陷始新统沙四下亚段岩盐原生流体包裹体中子矿物的类型进行了准确地鉴定,并在此基础上,详细地探讨了子矿物对东营凹陷始新世盐湖古卤水地球化学特征的指示意义。研究结果显示: 东营凹陷沙四下亚段岩盐原生流体包裹体中普遍发育有硬石膏(CaSO4)和四水泻盐(MgSO4·4H2O)两类子矿物。其中,硬石膏子晶以1 018 cm-1的拉曼特征峰强度最大,同时还存在其它5个附属拉曼特征峰,依次为500,611,629,676和1 131 cm-1;而四水泻盐子晶以1 000 cm-1的拉曼特征峰强度最大,并且还存在其他三个附属拉曼特征峰,分别为462,618和1 156 cm-1。这两类子矿物的存在表明岩盐的原始析盐母液中含有少量的CaSO4和MgSO4成分,且此时正值盐湖古卤水的早期蒸发析盐阶段,即: 硫酸盐析出阶段的结束与氯化物盐析出早期阶段的开始,以析出石盐为主。此外,结合硬石膏和四水泻盐的沉淀温度,明确了东营凹陷始新世盐湖在早期蒸发析盐阶段时期,古卤水的温度介于37~61 ℃之间,表现为干旱的沉积环境。 相似文献
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利用激光全息干涉测量梁的微小位移 总被引:4,自引:3,他引:1
全息干涉测量利用二次曝光记录物体在不同载荷状态下的相对位移场.通过在干板上记录和比较不同状态产生的光波的干涉,可以得到在不同载荷时干涉条纹随物体位移的变化情况,实现对物体微小变形、微小位移量的测量.本文利用激光全息干涉技术测量了金属梁的微小位移量,计算得到金属梁的弹性模量和挠度. 相似文献
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采用解析法分析碳纤维复合材料(CFRP)拉索的非线性力学性能,通过与钢拉索对比分析,得出了CFRP拉索的受力特点.由于密度低,CFRP拉索自重应力、垂度约为钢拉索的1/5,承载效率也比钢拉索高许多,其承载极限长度为钢拉索的7倍,且随跨径增大,钢拉索的等效弹性模量下降非常快,而CFRP索仍保持较高值.由于CFRP线胀系数比钢材的线胀系数要小得多,约为其1/14,在温差与约束相同时,无垂度CFRP索温度应力仅为无垂度钢索的1/23.当有垂度时,钢索的温度应力降低,CFRP索的温度应力变化很小. 相似文献
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Voltage sag caused by faults on an electric power transmission line is one of the most intractable power quality issues for both utility companies and customers. The fault in power system randomly exists along transmission lines due to the combination of many uncertain factors. To predict and assess the annual expected sag frequency (ESF) deriving from the faults along lines, a stochastic‐based method that employs maximum entropy principle, namely the maximum entropy probability method (MEPM), has been introduced in this paper. Moreover, various types of faults have been considered systematically. With the fault line intervals and the sample moments taken into account, the discrete values of distribution probability of fault locations along the transmission lines have been estimated by means of the MEPM. For a given voltage sag magnitude corresponding to the voltage tolerant level of sensitive equipment at the tested bus, the ESF has been calculated in view of the statistical fault rates of interrelated transmission lines. The implementation and application to a classical five‐bus system and IEEE RTS‐30 test system have been presented consequently. The simulations have revealed that compared with the four existing methods, the MEPM is accurate, flexible, and immune of round‐off errors, and therefore it can be widely applied to the various aspects of power systems. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
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悬索桥主缆线形的精细化计算需要同时考虑弯曲刚度及初始弯曲的影响,为此将主缆离散为小挠度的细长梁单元,推导包含自重项的细长梁单元的刚度矩阵,其中考虑了轴力对弯曲刚度的影响及弯矩引起的轴向刚度修正系数。基于细长梁单元编制主缆线形计算的有限元程序,采用改进的迭代法求解几何非线性结构的平衡状态,并考虑鞍座处主缆线形的修正。利用程序计算了两座悬索桥主缆在恒载作用下的变形,结果表明,主缆弯曲刚度对跨中和桥塔附近主缆线形的影响较大,且矢跨比越大,主缆线形的计算误差就越大。由弯曲刚度引起的主缆线形计算误差将会带来吊索下料长度计算不准确、索夹放样坐标不准确、成桥桥面线形达不到设计线形以及成桥吊索力分布不均匀等问题,尤其是对矢跨比较大的自锚式悬索桥,需要在设计和施工中引起足够的重视。 相似文献