scholarly journals Research on Spacecraft Strain Measurement System and Impact Sensing Technology Based on Fiber Grating Sensors and All Fiber Optic Sensing

2021 ◽  
Vol 1846 (1) ◽  
pp. 012094
Author(s):  
Yuxiang Luo ◽  
Qingzhi Zhang ◽  
Jiande Zhang ◽  
Daqiang Feng ◽  
Panfeng Wu ◽  
...  
ACS Omega ◽  
2018 ◽  
Vol 3 (9) ◽  
pp. 10891-10897 ◽  
Author(s):  
Fei Gao ◽  
Turghun Muhammad ◽  
Mahinur Bakri ◽  
Parezhati Pataer ◽  
Lingxin Chen

2011 ◽  
Vol 82 (2) ◽  
pp. 024501 ◽  
Author(s):  
C. J. Rawn ◽  
J. R. Leeman ◽  
S. M. Ulrich ◽  
J. E. Alford ◽  
T. J. Phelps ◽  
...  

Author(s):  
Jianjun Ma ◽  
Wojtek J. Bock ◽  
Xianzhe Li ◽  
Huy Nguyen ◽  
Zhi Yuan Wang ◽  
...  

Author(s):  
A. Kindler ◽  
K. Nycz ◽  
S. Grosswig ◽  
T. Pfeiffer ◽  
M.B. Schaller ◽  
...  

2019 ◽  
Vol 56 (1) ◽  
pp. 1-13 ◽  
Author(s):  
L.N. Wheeler ◽  
W.A. Take ◽  
N.A. Hoult ◽  
H. Le

Rayleigh backscatter fiber optic sensing permits dynamic strains to be measured along an optical fiber with a gauge spacing and temporal resolution sufficient for rail applications. However, this sensing technology is highly sensitive to vibration. A 7.5 m long section of rail was instrumented with optical fiber and strain measurements were recorded during passage of a freight train slowed to 8–11 km/h. This strategy to minimize rail vibration was successful in permitting distributed dynamic rail strains to be measured under freight car loading. The measured rail strains were used to determine the rail shear forces, which were then used with the static wheel loads to determine the rail seat load for 14 consecutive sleepers as the train passed over the field monitoring site. These data were then combined with measurements of dynamic rail displacement captured using digital image correlation to infer the rail seat load–deflection relationships for individual sleepers. These relationships were observed to provide significantly more detailed information about unsupported voids and the sleeper contact stiffnesses than the traditional consideration of the relationship between applied load and rail deflection and highlights how track behavior at a monitored location can be dependent on the conditions and behavior of neighbouring sleeper.


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