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单索面斜拉桥模型钢索载荷应变的光纤传感测量方法
引用本文:章立滨,杨军,刘志海,梁艺军,苑立波.单索面斜拉桥模型钢索载荷应变的光纤传感测量方法[J].哈尔滨工程大学学报,2000,21(3):86-89.
作者姓名:章立滨  杨军  刘志海  梁艺军  苑立波
作者单位:哈尔滨工程大学,理学院,黑龙江,哈尔滨,150001
基金项目:中国科学院资助项目,59879003,
摘    要:采用光纤应变测量仪对桥梁钢索的应力应变在载荷情况下的变化进行了实验研究。采用有机玻璃和φ0.8mm钢丝,设计并制作了单索面斜拉桥模型。在该桥梁模型上进行了模拟活载的线性加载实验,为斜拉桥索力及应力应变的检测提供了一种新测式方法。

关 键 词:光纤传感器  白光干涉  斜拉桥  应力应变
文章编号:1006-7043(2000)03-0086-04
修稿时间:1999年11月24

Fiber Optic Strain Sensing Method for Steel-Cable-Stayed Bridge Model
ZHANG Li-bin,YANG Jun,LIU Zhi-hai,LIANG Yi-jun,YUAN Li-bo.Fiber Optic Strain Sensing Method for Steel-Cable-Stayed Bridge Model[J].Journal of Harbin Engineering University,2000,21(3):86-89.
Authors:ZHANG Li-bin  YANG Jun  LIU Zhi-hai  LIANG Yi-jun  YUAN Li-bo
Abstract:The strain_stress variation measuring experiments of steel_cable_stayed bridge model under loading condition were done by using fiber optic strain sensing instrument.The steel_cable_stayed bridge model was made of plastic and steel wire with diameter of 0.8mm.The strain variation was linear with the linear increase of the living load.A new strain testing method by use of fiber optic strain sensor for the steel_cable_stayed bridge model was provided.
Keywords:fiber optic strain sensing instrument  fiber optic sensor  white light interferometric  steel_cable_stayed bridge  stress_strain
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