Early detection of wire fracture in 7-wire strands through multiband wavelet analysis of acoustic emission signals

被引:16
作者
Qu, Hongya [1 ]
Li, Tiantian [2 ]
Cain, John A. [3 ]
Chen, Genda [3 ]
机构
[1] Tongji Univ, 1239 Siping Rd, Shanghai 200092, Peoples R China
[2] China Meteorol Adm, Shanghai Typhoon Inst, 166 Puxi Rd, Shanghai 200030, Peoples R China
[3] Missouri Univ Sci & Technol, 1401 N Pine St, Rolla, MO 65409 USA
基金
美国国家科学基金会;
关键词
Acoustic emission; Fracture detection; Fracture localization; Time-frequency analysis; Noise characterization; Wavelet transform; DELAMINATION DETECTION; DAMAGE; ALGORITHMS; TRANSFORM;
D O I
10.1016/j.engstruct.2020.110227
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, acoustic emission (AE) features to predict and detect wire fracture in seven-wire strands were characterized with multiband wavelet analysis. Two steel strands were tested up to 89 kN with each instrumented with a pair of AE sensors at two ends. The cross section of one wire was locally reduced up to 90% in 10% increment at center and support of the two strands, respectively. For both strands, the AE parameters (hits, energy, and counts) changed little up to 80% reduction in cross section of the partially cut wire, and suddenly jumped at the fracture (under 73 kN) of the notched wire with 90% reduction in cross section. The acoustic signals of inter-wire slippage and fracture initiation are significantly shorter in time duration than the signal of fracture. Their dominant frequencies and frequency bandwidths are increasingly higher and wider. The frequency band of the fracture signal is significantly broader than that of either the fracture-induced echo or artificial tapping noises. The time duration of artificial tapping noises is substantially longer than that of either fracture or fracture-induced echo. These distinct time-frequency characteristics allow an early detection and localization of wire fracture following the proposed procedure.
引用
收藏
页数:13
相关论文
共 30 条
[1]   Monitoring the structural health of main cables of suspension bridges [J].
Betti R. ;
Sloane M.J.D. ;
Khazem D. ;
Gatti C. .
Journal of Civil Structural Health Monitoring, 2016, 6 (03) :355-363
[2]   A review of the acoustic-emission monitoring of wire rope [J].
Casey, NF ;
Laura, PAA .
OCEAN ENGINEERING, 1997, 24 (10) :935-947
[3]   AE energy analysis on concrete bridge beams [J].
Colombo, S ;
Forde, MC ;
Main, IG ;
Halliday, J ;
Shigeishi, M .
MATERIALS AND STRUCTURES, 2005, 38 (283) :851-856
[4]  
Davis A. G., 1999, J PERFORM CONSTR FAC, V13, P47
[5]   Acoustic emission from wire ropes during proof load and fatigue testing [J].
Drummond, G. ;
Watson, J. F. ;
Acarnley, P. P. .
NDT & E INTERNATIONAL, 2007, 40 (01) :94-101
[6]  
GONG Z, 1992, MATER EVAL, V50, P883
[7]   Improvements of AE technique using wavelet algorithms, coherence functions and automatic data analysis [J].
Grosse, CU ;
Finck, F ;
Kurz, JH ;
Reinhardt, HW .
CONSTRUCTION AND BUILDING MATERIALS, 2004, 18 (03) :203-213
[8]  
Hamstad M.A., 2002, Journal of Acoustic Emission, V20, P39
[9]  
Holford KM, 2001, J INTEL MAT SYST STR, V12, P567, DOI [10.1177/10453890122145311, 10.1106/KDNY-AJ0U-KP2B-P52R]
[10]  
Jin T, 2008, 15 INT S SMART STRUC