光纖感測器是目前智慧結構中之主要元件之一,不僅在通訊科技方面能有顯著的進步,其高頻寬及低耗損的特性,更能應用於感測與量測。尤其光纖具有直徑小、重量輕、韌性強、抗腐蝕等等優點,對於材料結構上的感測與量測皆具有很大的優勢。本文應用光纖感測器量測結構受到外力衝擊作用後之應變響應,結合光彈理論與Mach-Zehnder干涉推導出光相位差與應變關係,應用3x3光耦合器三個輸出端各具120゚相位差之特性,配合Matlab軟體中的SIMULINK數學運算軟體,將光訊號加以分析並反算出結構應變,並與應變規量測所得比較。實驗使用之外力包含衝擊鎚敲擊與自由落體掉落,試片則包含樑與板兩種結構,試片夾持方式為單邊固定及雙邊固定兩種模式。探討衝擊鎚敲擊不同位置和不同落下高度之衝擊響應,將光纖感測之結構應變與應變規量測值比較,驗證光纖量測結構暫態響應之準確度與可行性。
Fiber-Optical sensors with small dimension, light weight, low loss and wide bandwidth, have been widely used in the smart structures. In this work, the Fiber-Optic sensors are employed to measure the impact responses of beam and plate structures by using the Mach-Zehnder interferometric technique. The beam and plate are subjected to the impact via a impact hammer and drop test. The strain responses measured by the fiber-optic sensor are validated with the strain gauge. Good agreements between the fiber-optic sensor and strain gauge demonstrate that the fiber-optic sensor is capable of measuring the transient response of the structures.