Development of a Fiber-Optic Accelerometer for Third-Party Damage Detection

2005 ◽  
Vol 297-300 ◽  
pp. 1979-1984
Author(s):  
Jae Young Nam ◽  
Jae Boong Choi ◽  
Young Jin Kim ◽  
Chang Ryul Pyo
Author(s):  
Jae Young Nam ◽  
Jae Boong Choi ◽  
Young Jin Kim ◽  
Chang Ryul Pyo

2004 ◽  
Author(s):  
Mark E. Seaver ◽  
Stephen T. Trickey ◽  
Jonathan M. Nichols ◽  
Linda Moniz ◽  
Lou Pecora ◽  
...  

Author(s):  
Fabien Ravet ◽  
Christian Silva ◽  
Rodolfo Gil ◽  
Simon Maguire ◽  
Etienne Rochat

Abstract Pipelines often cross challenging terrains where natural hazards are the main risk for their integrity. Environmental conditions can also worsen over the infrastructure lifetime. To reduce the risk of disasters, integrity programs are developed implementing tools for early detection of threats that can lead to a failure with dramatic social, environmental and economic consequences. Fiber optic (FO) monitoring solutions have been widely used and implemented as one of the most efficient prevention tools of these programs. These solutions include geotechnical monitoring, third party intrusion detection and eventually small or pinhole like leak detection. FO based geotechnical monitoring has been successfully operated along the Sierra section of the Peru LNG pipeline since 2010, detecting minor landslides and erosion events. It has also been implemented along other hydrocarbon transport systems to allow the early detection of such events. However, these natural hazards are not the only ones threatening the pipeline. In fact, the coastal section experiences other phenomenon such as sand dune migration and eolian erosion that put the pipeline at risk. Recently, the FO monitoring was extended to the coastal region using the existing communication fiber optic cable to sense temperature changes. Very localized events are thermally detected, their spatial and temporal signature analyzed. The comparison of this data with thermal models identified sections that are close to be exposed or whose soil cover is less than 50cm over a spatial extension that does not exceed a couple of meters. Depth of cover of 10 to 30cm is estimated from such analysis. These results are confirmed by past and ongoing site inspections. Such positive results again illustrate the potential value of fiber optic sensing to mitigate geohazard risks. It not only enhances the efficiency of the integrity program detecting and localizing threats, it also improves and rationalizes the maintenance activities as focused surveys can be conducted.


2004 ◽  
Vol 453-454 ◽  
pp. 497-504
Author(s):  
Lj. Brajović ◽  
Z. Mišković ◽  
P.S. Uskoković ◽  
I. Živković ◽  
R. Aleksić

1998 ◽  
Vol 14 (5) ◽  
pp. 293-321 ◽  
Author(s):  
MICHAEL D. McDONAGH ◽  
JEFFREY A. LAMAN ◽  
TIMOTHY E. McDEVITT ◽  
KARL M. REICHARD

2003 ◽  
Author(s):  
Graham Thursby ◽  
Borja Sorazu ◽  
Fengzhong Dong ◽  
Daniel C. Betz ◽  
Brian Culshaw

2013 ◽  
Vol 569-570 ◽  
pp. 223-229 ◽  
Author(s):  
Chun Feng Wan ◽  
Wan Hong ◽  
Zhi Shen Wu ◽  
Tadanobu Sato

Fiber optic sensors become very popular for structural testing and monitoring in civil engineering nowadays, due to its advantage of high resolution and environment durability. In this paper, long-gauge fiber optic bragg grating sensors will be introduced. Structural damage detection stratagem using the micro-strain mode will be studied. Then its application to a structural testing and monitoring for a real long span truss bridge will be discussed in detail. In the testing, 23 long-gauge fiber optic bragg grating sensors were deployed on the mid span of the bridge. Testing were made under conditions either there is train on the bridge or no train on it. Corresponding dynamic characteristics were analyzed and discussed. Results of the testing show that long-gauge fiber optic sensors can work well for structural testing and also damage detection for truss bridges.


2000 ◽  
Vol 26 (4) ◽  
pp. 121-129 ◽  
Author(s):  
Hiroshi TSUDA ◽  
Shin-ichi TAKEDA ◽  
Kei URABE ◽  
Jun TAKAHASHI ◽  
Teruo KISHI

Author(s):  
Alfredo Guemes ◽  
Antonio Fernandez- Lopez ◽  
Patricia F. Diaz-Maroto ◽  
Angel Lozano ◽  
Julián Sierra-Pérez

Fiber optic sensors cannot measure damage; for getting information about damage from strain measurements, additional strategies are needed, and several alternatives have been proposed. This paper discuss two independent concepts: the first one is based on detecting the new strains appearing around a damage spot; the structure does not need to be under loads; the technique is very robust, damage detectability is high, but it requires sensors to be located very close to the damage, so it is a local technique. The second approach offers a wider coverage of the structure, it is based on identifying the changes caused by the damage on the strains field in the whole structure for similar external loads. Damage location does not need to be known a priori, detectability is dependent upon the sensors network density, damage size and the external loads. Examples of application to real structures are given.


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