Numerical investigation and optimal design of fiber Bragg grating based wind pressure sensor
Xiangjie WANG1, Danhui DAN1(), Rong XIAO2, Xingfei YAN3
1. Department of Bridge Engineering, Tongji University, Shanghai 200092, China 2. Shanghai Municipal Engineering Design Institute (Group) Co. Ltd., Shanghai 200092, China 3. Shanghai Urban Construction Design Research Institute, Shanghai 200125, China
A wind pressure sensor based on fiber Bragg grating (FBG) for engineering structure was investigated in this paper. We established a transaction model of wind pressure to strain and proposed a method of temperature compensation. By finite element analysis, the basic parameters of the sensor were optimized with the aim of maximum strain under the basic wind pressure proposed in relative design code in China taking geometrical non-linearity into consideration. The result shows that the wind pressure sensor we proposed is well performed and have good sensing properties, which means it is a technically feasible solution.
Davenport A G . How can we simplify and generalize wind loads? Journal of Wind Engineering and Industrial Aerodynamics, 1995, 54/55: 657–669 https://doi.org/10.1016/0167-6105(94)00079-S
2
Simiu E, Scanlan R H. Wind Effects on Structures. New Jersey: Wiley, 1996
3
Campbell S, Kwok K C C, Hitchcock P A, Tse K T, Leung H Y. Field measurements of natural periods of vibration and structural damping of wind-excited tall residential buildings. Wind and Structures, 2007, 5(5): 401–420 https://doi.org/10.12989/was.2007.10.5.401
4
Holmes J D. Effective static load distributions in wind engineering. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(2): 91–109 https://doi.org/10.1016/S0167-6105(01)00164-7
5
Goswami I, Scanlan R H, Jones N P. Vortex-induced vibration of circular-cylinders. I: Experimental-data. Journal of Engineering Mechanics, 1993, 119(11): 2270–2287
6
Richardson G M , Surry D . Comparisons of wind-tunnel and full-scale surface pressure measurements on low-rise pitched-roof buildings. Journal of Wind Engineering and Industrial Aerodynamics, 1991, 38(2): 249–256 https://doi.org/10.1016/0167-6105(91)90045-X
7
Okada H, Ha Y C. Comparison of wind tunnel and full-scale pressure measurement tests on the Texas Texh Building. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 43(1): 1601–1612 https://doi.org/10.1016/0167-6105(92)90375-K
8
Kasperski M. Specification of the design wind load based on wind tunnel experiments. Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91(4): 527–541 https://doi.org/10.1016/S0167-6105(02)00407-5
9
Murakami S. Current status and future trends in computational wind engineering. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 67: 3–34 https://doi.org/10.1016/S0167-6105(97)00230-4
10
Hsiao S V, Shemdim O H. Measurements of wind velocity and pressure with a wave follower during MARSEN. Journal of Geophysical Research: Oceans, 1983, 88(C14): 9841–9849
11
Yoshida M, Kondo K, Suzuki M . Fluctuating wind pressure measured with tubing system. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 42(1): 987–998 https://doi.org/10.1016/0167-6105(92)90105-J
12
Abe M, Fujino Y, Yanagihara M , Sato M. Monitoring of hakucho suspension bridge by ambient vibration measurement. Optical Engineering (Redondo Beach, Calif.), 2000, 3995: 237–244
13
Apperley L W, Pitsis N G. Model/full-scale pressure measurements on a grandstand. Journal of Wind Engineering and Industrial Aerodynamics, 1986, 23: 99–111 https://doi.org/10.1016/0167-6105(86)90035-8
14
Pitsis N G, Apperley L W. Further full-scale and model pressure measurements on a cantilever grandstand. Journal of Wind Engineering and Industrial Aerodynamics, 1991, 38(2): 439–448 https://doi.org/10.1016/0167-6105(91)90061-Z
15
Yoshida M, Kondo K, Suzuki M . Fluctuating wind pressure measured with tubing system. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 42(1): 987–998 https://doi.org/10.1016/0167-6105(92)90105-J
16
Engler R H, Klein C, Trinks O . Pressure sensitive paint systems for pressure distribution measurements in wind tunnels and turbomachines. Measurement Science & Technology, 2000, 11(7): 1077–1085 https://doi.org/10.1088/0957-0233/11/7/320
17
Klein C, Engler R H, Henne U, Sachs W E . Application of pressure-sensitive paint for determination of the pressure field and calculation of the forces and moments of models in a wind tunnel. Experiments in Fluids, 2005, 39(2): 475–483 https://doi.org/10.1007/s00348-005-1010-8
18
Liu Z, Prevatt D O, Aponte-Bermudez L D, Gurley K R , Reinhold T A , Akins R E . Field measurement and wind tunnel simulation of hurricane wind loads on a single family dwelling. Engineering Structures, 2009, 31(10): 2265–2274 https://doi.org/10.1016/j.engstruct.2009.04.009
19
Dan D H, Xiao R, Bai W L , Wen X L J . Study and design of fiber bragg grating based wind pressure sensor. International Journal of Distributed Sensor Networks, 2015, 11(6): 745346 https://doi.org/10.1155/2015/745346
20
Dan D H, Xiao R, Bai W L , Cheng W , Zhao Y M . A fiber Bragg grating based wind pressure sensor. CN Patent, No. ZL201320012780.2, 2013
21
Dan D H, Xiao R, Bai W L . A calibration device for wind pressure sensor. CN Patent, No. 201320013580.9, 2013