Optics and Precision Engineering, Volume. 29, Issue 10, 2349(2021)
Identification of pile damage in high pile wharf by fiber Bragg grating sensor array
[1] [1] 1周楠, 苏静波, 吴锋, 等. 高桩码头基桩损伤检测技术研究与展望[J]. 中国港湾建设, 2017, 37(8): 19-22, 56. doi: 10.7640/zggwjs201708005ZHOUN, SUJ B, WUF, et al. Research and prospects of damage detection technology of high-piled wharf piles[J]. China Harbour Engineering, 2017, 37(8): 19-22, 56. (in Chinese). doi: 10.7640/zggwjs201708005
[2] [2] 2张干, 赵冲久, 孙熙平. 高桩码头基桩动力损伤诊断方法研究综述[J]. 水道港口, 2012, 33(5): 416-422. doi: 10.3969/j.issn.1005-8443.2012.05.011ZHANGG, ZHAOCH J, SUNX P. Research summary of diagnosis method of damage on pile of high-pile wharf[J]. Journal of Waterway and Harbor, 2012, 33(5): 416-422. (in Chinese). doi: 10.3969/j.issn.1005-8443.2012.05.011
[3] C ZHANG, L CHENG, J H QIU et al. Structural damage detections based on a general vibration model identification approach. Mechanical Systems and Signal Processing, 123, 316-332(2019).
[4] Y YANG, H LIU, K M MOSALAM et al. An improved direct stiffness calculation method for damage detection of beam structures. Structural Control and Health Monitoring, 20, 835-851(2013).
[5] R R HOU, Y XIA. Review on the new development of vibration-based damage identification for civil engineering structures: 2010-2019. Journal of Sound and Vibration, 491, 115741(2021).
[6] O AVCI, O ABDELJABER, S KIRANYAZ et al. A review of vibration-based damage detection in civil structures: From traditional methods to Machine Learning and Deep Learning applications. Mechanical Systems and Signal Processing, 147, 107077(2021).
[7] [7] 7魏文馨. 基于神经网络法的内河框架墩式码头结构损伤识别[D]. 重庆: 重庆交通大学, 2015.WEIW X. Damage Identification of Inland River Frame-pier Wharf Based on Neural Network[D]. Chongqing: Chongqing Jiaotong University, 2015. (in Chinese)
[8] X P SUN, Y Z WANG, Y HAN. Research on the dynamic characteristics of the high-piled wharf considering soil-structure interaction, 6791-6794(2011).
[9] [9] 9孙熙平, 王元战, 赵炳皓. 环境激励下高桩码头物理模型模态实验[J]. 振动 测试与诊断, 2013, 33(2): 263-268, 340.SUNX P, WANGY ZH, ZHAOB H. Modal experiment of physical model for high-piled wharf under ambient excitation[J]. Journal of Vibration, Measurement & Diagnosis, 2013, 33(2): 263-268, 340. (in Chinese)
[10] [10] 10孙熙平, 王元战, 赵炳皓. 环境激励下高桩码头模态参数识别及损伤诊断[J]. 海洋工程, 2013, 31(5): 62-68. doi: 10.3969/j.issn.1005-9865.2013.05.008SUNX P, WANGY ZH, ZHAOB H. Modal identification and damage diagnosis of the high-piled wharf under ambient excitation[J]. The Ocean Engineering, 2013, 31(5): 62-68. (in Chinese). doi: 10.3969/j.issn.1005-9865.2013.05.008
[11] H Y ZHOU, Y B CHEN et al. Research status of fatigue damage mechanism of reinforced concrete beam. Applied Mechanics and Materials, 858, 44-49(2016).
[12] M R BANAN, M R BANAN, K D HJELMSTAD. Parameter estimation of structures from static response. II: numerical simulation studies. Journal of Structural Engineering, 120, 3259-3283(1994).
[13] M SANAYEI, G R IMBARO, J A S MCCLAIN et al. Structural model updating using experimental static measurements. Journal of Structural Engineering, 123, 792-798(1997).
[14] [14] 14唐盛华, 楚加庆, 方志, 等. 基于均布荷载挠度曲率的梁结构损伤识别方法[J]. 力学季刊, 2019, 40(3): 549-559. doi: 10.15959/j.cnki.0254-0053.2019.03.13TANGSH H, CHUJ Q, FANGZH, et al. Damage identification method of beam structure based on uniform load deflection curvature[J]. Chinese Quarterly of Mechanics, 2019, 40(3): 549-559. (in Chinese). doi: 10.15959/j.cnki.0254-0053.2019.03.13
[15] N T LE, D P THAMBIRATNAM, A NGUYEN et al. A new method for locating and quantifying damage in beams from static deflection changes. Engineering Structures, 180, 779-792(2019).
[16] Q MA, M SOLÍS. Damage localization and quantification in simply supported beams using static test data. Journal of Physics: Conference Series, 842(2017).
[17] [17] 17佟兆杰, 任远, 黄侨. 有限精度下的桥梁静态挠度损伤识别[J]. 中外公路, 2014, 34(6): 163-167. doi: 10.3969/j.issn.1671-2579.2014.06.040TONGZH J, RENY, HUANGQ. Damage identification of bridge static deflection with limited accuracy[J]. Journal of China & Foreign Highway, 2014, 34(6): 163-167. (in Chinese). doi: 10.3969/j.issn.1671-2579.2014.06.040
[18] N S KIM, N S CHO. Estimating deflection of a simple beam model using fiber optic Bragg-grating sensors. Experimental Mechanics, 44, 433-439(2004).
[19] H XU, W X REN, Z C WANG. Deflection estimation of bending beam structures using fiber Bragg grating strain sensors. Advances in Structural Engineering, 18, 395-403(2015).
[20] [20] 20强小俊, 张长生, 郎向伟, 等. 分布式光纤传感技术应用于PVC沉降管的试验研究[J]. 铁道建筑, 2015, 55(7): 142-145. doi: 10.3969/j.issn.1003-1995.2015.07.40QIANGX J, ZHANGCH SH, LANGX W, et al. Experimental research on distributed optical fiber sensing technology applied in PVC settling pipe[J]. Railway Engineering, 2015, 55(7): 142-145. (in Chinese). doi: 10.3969/j.issn.1003-1995.2015.07.40
[21] [21] 21裴华富, 殷建华, 朱鸿鹄, 等. 基于光纤光栅传感技术的边坡原位测斜及稳定性评估方法[J]. 岩石力学与工程学报, 2010, 29(8): 1570-1576.PEIH F, YINJ H, ZHUH H, et al. In-situ monitoring of displacements and stability evaluation of slope based on fiber Bragg grating sensing technology[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(8): 1570-1576. (in Chinese)
[22] [22] 22赵士元, 崔继文, 陈勐勐. 光纤形状传感技术综述[J]. 光学 精密工程, 2020, 28(1): 10-29. doi: 10.3788/ope.20202801.0010ZHAOSH Y, CUIJ W, CHENM M. Review on optical fiber shape sensing technology[J]. Optics and Precision Engineering, 2020, 28(1): 10-29. (in Chinese). doi: 10.3788/ope.20202801.0010
[23] I FLORIS, J M ADAM, P A CALDERÓN et al. Fiber optic shape sensors: a comprehensive review. Optics and Lasers in Engineering, 139, 106508(2021).
[24] [24] 24章亚男, 范迪, 沈林勇, 等. FBG细径形状传感器的应变传递和精度实验[J]. 光学 精密工程, 2019, 27(7): 1481-1491. doi: 10.3788/OPE.20192707.1481ZHANGY N, FAND, SHENL Y, et al. Strain transmission and accuracy experiment on fiber Bragg grating small-diameter shape sensors[J]. Opt. Precision Eng., 2019, 27(7): 1481-1491. (in Chinese). doi: 10.3788/OPE.20192707.1481
[25] W HONG, Z LV, X Y ZHANG et al. Displacement shape measurement of continuous beam bridges based on long-gauge fiber optic sensing. Optical Fiber Technology, 56, 102178(2020).
[26] [26] 26何彦霖, 张旭, 孙广开, 等. 复合基底柔性光纤曲率传感器[J]. 光学 精密工程, 2019, 27(6): 1263-1269. doi: 10.3788/ope.20192706.1263HEY L, ZHANGX, SUNG K, et al. Flexible curvature sensor based on composite substrate[J]. Opt. Precision Eng., 2019, 27(6): 1263-1269. (in Chinese). doi: 10.3788/ope.20192706.1263
[27] W HONG, K LV, B LI et al. Deflection determination of concrete structures considering nonlinearity based on long-gauge strain sensors. Smart Materials and Structures, 26, 105023(2017).
Get Citation
Copy Citation Text
Yue-jie SHU, Jun WU, Shi-liang ZHOU, Jun-jie WANG. Identification of pile damage in high pile wharf by fiber Bragg grating sensor array[J]. Optics and Precision Engineering, 2021, 29(10): 2349
Category: Modern Applied Optics
Received: Mar. 9, 2021
Accepted: --
Published Online: Nov. 23, 2021
The Author Email: WU Jun (wujun_gd@126.com)