The original paper is in English. Non-English content has been machine-translated and may contain typographical errors or mistranslations. ex. Some numerals are expressed as "XNUMX".
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The original paper is in English. Non-English content has been machine-translated and may contain typographical errors or mistranslations. Copyrights notice
Cet article décrit un test de charge pour un tuyau en béton conçu pour étudier l'efficacité de la mesure de déformation distribuée à l'aide d'un capteur à fibre optique. Nous avons effectué un test de charge sur un tuyau en béton et tenté de détecter la déformation distribuée à l'intérieur de celui-ci à l'aide d'un capteur à fibre optique monté à l'intérieur du tuyau. Nous avons confirmé qu'il était possible de détecter la déformation dans une structure en béton à l'aide d'un capteur à fibre optique après l'apparition d'une fissure à la surface du béton. Cet article montre que la mesure utilisant le capteur à fibre optique était efficace malgré de grands changements dans les conditions de contrainte de l'objet mesuré sur une courte distance.
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Norifumi YASUE, Hiroshi NARUSE, Jun-ichi MASUDA, Hironori KINO, Toshio NAKAMURA, Taketoshi YAMAURA, "Concrete Pipe Strain Measurement Using Optical Fiber Sensor" in IEICE TRANSACTIONS on Electronics,
vol. E83-C, no. 3, pp. 468-474, March 2000, doi: .
Abstract: This paper describes a load carrying test for a concrete pipe designed to study the effectiveness of distributed strain measurement using an optical fiber sensor. We performed a load carrying test on a concrete pipe and attempted to detect the distributed strain inside it using an optical fiber sensor mounted inside the pipe. We confirmed that it was possible to detect the strain in a concrete structure by using an optical fiber sensor after a crack had occurred on the concrete surface. This paper shows that measurement using the optical fiber sensor was effective despite great changes in the strain conditions of the measured object over a short distance.
URL: https://global.ieice.org/en_transactions/electronics/10.1587/e83-c_3_468/_p
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@ARTICLE{e83-c_3_468,
author={Norifumi YASUE, Hiroshi NARUSE, Jun-ichi MASUDA, Hironori KINO, Toshio NAKAMURA, Taketoshi YAMAURA, },
journal={IEICE TRANSACTIONS on Electronics},
title={Concrete Pipe Strain Measurement Using Optical Fiber Sensor},
year={2000},
volume={E83-C},
number={3},
pages={468-474},
abstract={This paper describes a load carrying test for a concrete pipe designed to study the effectiveness of distributed strain measurement using an optical fiber sensor. We performed a load carrying test on a concrete pipe and attempted to detect the distributed strain inside it using an optical fiber sensor mounted inside the pipe. We confirmed that it was possible to detect the strain in a concrete structure by using an optical fiber sensor after a crack had occurred on the concrete surface. This paper shows that measurement using the optical fiber sensor was effective despite great changes in the strain conditions of the measured object over a short distance.},
keywords={},
doi={},
ISSN={},
month={March},}
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TY - JOUR
TI - Concrete Pipe Strain Measurement Using Optical Fiber Sensor
T2 - IEICE TRANSACTIONS on Electronics
SP - 468
EP - 474
AU - Norifumi YASUE
AU - Hiroshi NARUSE
AU - Jun-ichi MASUDA
AU - Hironori KINO
AU - Toshio NAKAMURA
AU - Taketoshi YAMAURA
PY - 2000
DO -
JO - IEICE TRANSACTIONS on Electronics
SN -
VL - E83-C
IS - 3
JA - IEICE TRANSACTIONS on Electronics
Y1 - March 2000
AB - This paper describes a load carrying test for a concrete pipe designed to study the effectiveness of distributed strain measurement using an optical fiber sensor. We performed a load carrying test on a concrete pipe and attempted to detect the distributed strain inside it using an optical fiber sensor mounted inside the pipe. We confirmed that it was possible to detect the strain in a concrete structure by using an optical fiber sensor after a crack had occurred on the concrete surface. This paper shows that measurement using the optical fiber sensor was effective despite great changes in the strain conditions of the measured object over a short distance.
ER -