1. 南京航空航天大学飞行器结构力学与控制教育部重点实验室,南京,210016
2. 南京航空航天大学结构与强度研究所,南京,210016
网络首发:2011-09-10,
纸质出版:2011
移动端阅览
李蕊 1, 2, 周丽 1, 等. 面向缩聚模型的结构损伤识别研究[J]. 西安交通大学学报, 2011,45(9):101-107.
Structural Damage Identification Using Reduced Order Finite-Element Model[J]. 2011, 45(9): 101-107.
为了减少结构健康监测系统中传感器的数量
创新性地结合缩聚原理和自适应二次乘方和误差法提出了一种面向缩聚模型的结构损伤识别方法.根据模型缩聚原理对结构有限元模型进行了缩聚
依据缩聚后有限元模型、利用自适应二次乘方和误差法对结构参数进行了识别和追踪
从而实现了结构损伤的识别.对某一大型平面桁架结构进行了仿真
期间考虑了白噪声和地震波的影响; 对某一悬臂梁结构进行了实验
以研究白噪声、正弦、拟El-Centro 3种激励下的6种情况.结果表明:所提方法只需使用少量的传感器便可精确地识别出结构中损伤的发生时刻和损伤的程度及位置
仿真结果的最大误差小于3%
实验结果的最大误差小于5%.
In order to reduce the number of sensors in structure health monitoring systems
a structural damage identification method using the reduced order finite-element model was proposed by combining the adaptive quadratic sum-squares error approach. From the model reduction method
the structure finite element model is reduced. Moreover
using the reduced-order finite-element method and the adaptive quadratic sum-squares error approach
structural parameters can be identified and tracked
and then structural damages can be identified. A simulation test was performed on a large span plane truss considering white noise excitation and El-Centro earthquake excitation. The experimental tests were conducted on a scaled cantilever beam with the consideration of six cases under three excitations
including white noise
sinusoidal excitation
and El-Centro excitation. The simulation and experimental results show that the method proposed can effectively detect the structural damages including the damage location and severity with only a few sensors.
DOEBLING S W, FARRAR C R, PRIME M B. A summary review of vibration-based damage identification methods [J]. Shock Vibration Digest, 1998, 30(2): 91-105.
HOSHIYA M, SAITO E. Structural identification by extended Kalman filter [J]. ASCE Journal of Engineering Mechanics, 1984, 110(12): 1757-1771.
YANG J N, LIN S, HUANG H, et al. An adaptive extended Kalman filter for structural damage identification [J]. Journal of Structural Control and Health Monitoring, 2006, 13(4): 849-867.
吴新亚, 周丽. 基于有限范围自适应卡尔曼滤波的结构损伤识别方法[J]. 振动工程学报, 2007, 20(4): 401-406.
WU Xinya, ZHOU Li. A finite-horizon adaptive Kalman filter for structural damage identification [J]. Journal of Vibration Engineering, 2007, 20(4): 401-406.
周丽, 吴新亚, 尹强, 等. 基于自适应卡尔曼滤波方法的结构损伤识别实验研究[J]. 振动工程学报, 2008, 21(2):197-202.
ZHOU Li, WU Xinya., YIN Qiang. Experimental study of an adaptive extended Kalman filter for structural damage identification [J]. Journal of Vibration Engineering, 2008, 21(2): 197-202.
ZHOU L, WU S Y, YANG J N. Experimental study of an adaptive extended Kalman filter for structural damage identification [J]. Journal of Infrastructure Systems, 2008, 14(1): 42-51.
LIN J W, BETTI R, SMYTH A W, et al. On-line identification of nonlinear hysteretic structural systems using a variable trace approach [J]. Earthquake Eng Struct Dyn, 2001, 30(9): 1279-1303.
YANG J N, HUANG H. Sequential non-linear least-square estimation for damage identification of structures [J]. International Journal of Non-Linear Mechanics, 2006, 41(1): 124-140.
YANG J N, HUANG H. Sequential non-linear least-square estimation for damage identification of structures with unknown inputs and unknown outputs [J]. International Journal of Non-Linear Mechanics, 2007, 42(5): 789-801.
HUANG H, YANG J N. Damage identification of substructure for local health monitoring [J]. Journal of Smart Structures and Systems, 2008, 4(6):795-807.
YANG J N, HUANG H, PAN S. Adaptive quadratic sum-squares error for structural damage identification [J]. ASCE Journal of Engineering Mechanics, 2009, 135(2): 67-77.
HUANG H, YANG J N, ZHOU L. Adaptive quadratic sum-squares error with unknown inputs for damage identification of structures [J]. Control and Health Monitoring, 2010, 17(4): 404-426.
GUYAN R J. Reduction of stiffness and mass matrices [J]. AIAA Journal, 1965, 3(2): 380-380.
张德文. 结构动力分析中的逐级近似缩聚法 [J]. 固体力学学报, 1994, 15(4): 360-364.
ZHANG Dewen. Succession-level approximate reduction technique(SART)in structural dynamic analysis [J]. Chinese Journal of Solid Mechanics, 1994, 15(4): 360-364.
BERNAL D. Load vectors for damage localization [J]. Journal of Engineering Mechanics, 2002, 128(1):7-14.
BERNAL D, BECK J. Special section: phase I of the IASC-ASCE structural health monitoring benchmark [J]. ASCE Journal of Engineering Mechanics, 2004, 130(1):1-127.
考虑损伤程度的设备运行可靠性研究. 西安交通大学学报, 2010,44(1):36-40.
钢-钢接触的扭动微动磨损氧化行为研究. 西安交通大学学报, 2009,43(9):86-90.
热应力对金属棒料内部损伤的机理研究. 西安交通大学学报, 2009,43(1):99-102.
液固高速撞击时材料表面损伤的数值模拟. 西安交通大学学报, 2008,42(11):1435-1440.
考虑各向同性塑性损伤的钢结构塑性区分析方法. 西安交通大学学报, 2008,42(7):7885-890.
密肋复合墙体双参数地震损伤模型研究. 西安交通大学学报, 2007,41(7):852-856.
0
浏览量
4
下载量
3
CSCD
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621