Debonding and Calibration Shift of Optical Fiber Sensors in Concrete

Author:

Leung Christopher K. Y.1234,Wang Xinyang1234,Olson Noah1234

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Kowloon, Hong Kong.

3. Grad. Student, Dept. of Civ. Engrg., HKUST, Clear Water Bay, Kowloon, Hong Kong.

4. Grad. Student, Dept. of Civ. and Envir. Engrg., MIT, Cambridge, MA 02139.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference15 articles.

1. Alavie A. Maaskant T. R. and Measures R. M. (1993). “A multiplexed Bragg grating fiber laser system.” IEEE Photonics Technol. Letters 5 1112–1115.

2. Mechanics of Bond and Interface Shear Transfer in Optical Fiber Sensors

3. Bartos P. (1980). “Analysis of pull-out tests on fibers embedded in brittle matrices.” J. Mat. Sci. 15 3122–3128.

4. Chen Z. Mendez A. Li Q. and Ansari F. ( 1998). “Fiber optic white light distributed sensor for condition monitoring of civil structures.” Fiber optic sensors for construction materials and bridges F. Ansari ed. Technomic Lancaster Pa. 129–135.

5. Habel W. R. and Hofmann D. (1994a). . “Determination of structural parameters concerning load capacity based on Fibre-Fabry-Perot-Interferometers.” Proc. 2nd Eur. Conf. on Smart Struct. and Mat. European Optical Society France 176–179.

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