Static Behavior of Hollow Cantilever Beam using Multiplexed FBG Sensors

다중화된 FBG 센서를 이용한 중공 내민보의 정적 거동 분석

  • 이태희 (경희대학교 일반대학원 토목공학과) ;
  • 강동훈 (한국철도기술연구원) ;
  • 정원석 (경희대학교 건설환경공학부 토목공학과) ;
  • 목영진 (경희대학교 건설.환경공학부 토목공학과)
  • Published : 2009.05.21

Abstract

This paper presents a preliminary study to monitor the lateral behavior of pile foundation using multiplexed fiber Bragg grating (FBG) sensors. In the preliminary study, an 1.7 meter long cantilever beam with the shape of square hollow box was fabricated and tested under the static loading. Four FBG sensors were multiplexed in a single optical fiber and installed into the top and bottom of the cantilever beam. The strains are directly measured from FBG sensors followed by curvature calculations based on the plane section assumption. Vertical deflections are then estimated using the regression analyses based on the geometric relationships. It has been found that excellent correlation with conventional sensing system was observed. The success of the test encourages the use of the FBG sensing system as a monitoring system for pile foundations. However, further consideration should be given in the case of the sensor malfunction for the practical purpose.

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