An experimental study on estimating deflection of RC beam using resistive strain gauge and fiber optic sensor

센서유형별 측정 변형률을 이용한 철근콘크리트 보의 처짐추정에 관한 실험적 연구

  • 이규완 (한국건설기술연구원 연구원) ;
  • 박기태 (한국건설기술연구원 연구원) ;
  • 박흥석 (한국건설기술연구원 구조안전그룹장)
  • Published : 2000.10.01

Abstract

In the past few years, the nondestructive inspection technology has greatly developed due to the increased necessity to gain a complete understanding of the bridge behavior. Especially, the deformations of bridges contain a lot of informations about its health state. By measuring these deformations it is possible to analyze the loading and aging behavior of the structure. However, the current methods (such as LVDT, dial gage, optical displacement tranceducer, etc) are often of changeable application on site and have the limitations of installation. In this paper, the classical beam theory was reviewed and the deflections of structure are estimated using measured strain which is easy to acquire. The applicability of this algorithm is verified by a preliminary steel beam test and two types of concrete beam tests. Also fiber optic sensors as well as resistive strain gages were installed in the concrete beams to establish the applicability of fiber optic sensors in the field of civil engineering.

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