Crack detection limits in unit based masonry with terrestrial laser scanning

被引:89
作者
Laefer, Debra F. [1 ,2 ]
Linh Truong-Hong [3 ,4 ]
Carr, Hamish [5 ]
Singh, Manmeet [6 ,7 ]
机构
[1] Univ Coll Dublin, Sch Civil Struct & Environm Engn, Dublin 4, Ireland
[2] Univ Coll Dublin, Lead PI, Urban Modelling Grp, Dublin 4, Ireland
[3] SCSEE, Dublin 4, Ireland
[4] UMG, Dublin 4, Ireland
[5] Univ Leeds, Sch Comp, Fac Engn, Leeds, W Yorkshire, England
[6] UCD, SCSEE, Dublin 4, Ireland
[7] UCD, UMG, Dublin 4, Ireland
基金
爱尔兰科学基金会;
关键词
Terrestrial laser scanning; Point cloud data; Crack detection; Structural health monitoring; Condition assessment; Masonry; RESOLUTION;
D O I
10.1016/j.ndteint.2013.11.001
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This paper presents the fundamental mathematics to determine the minimum crack width detectable with a terrestrial laser scanner in unit-based masonry. Orthogonal offset, interval scan angle, crack orientation, and crack depth are the main parameters. The theoretical work is benchmarked against laboratory tests using 4 samples with predesigned crack widths of 1-7 mm scanned at orthogonal distances of 5.0-12.5 m and at angles of 0 degrees-30 degrees. Results showed that absolute errors of crack width were mostly less than 1.37 mm when the orthogonal distance varied 5.0-7.5 m but significantly increased for greater distances. The orthogonal distance had a disproportionately negative effect compared to the scan angle. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:66 / 76
页数:11
相关论文
共 37 条
[1]  
Al-Neshawy F, 2010, J INF TECHNOL CONSTR, V15, P64
[2]  
[Anonymous], 1974, C SETTL STRUCT, DOI [10.1109/ICCAS.2008.4694344, DOI 10.1109/ICCAS.2008.4694344]
[3]   Terrestrial laser scanning intensity data applied to damage detection for historical buildings [J].
Armesto-Gonzalez, Julia ;
Riveiro-Rodriguez, Belen ;
Gonzalez-Aguilera, Diego ;
Rivas-Brea, M. Teresa .
JOURNAL OF ARCHAEOLOGICAL SCIENCE, 2010, 37 (12) :3037-3047
[4]   Crack measurement: Development, testing and applications of an automatic image-based algorithm [J].
Barazzetti, Luigi ;
Scaioni, Marco .
ISPRS JOURNAL OF PHOTOGRAMMETRY AND REMOTE SENSING, 2009, 64 (03) :285-296
[5]  
Chung HW, 1994, CONCR INT, V16, P55
[6]   Assessing damage of reinforced concrete beam using "b-value" analysis of acoustic emission signals [J].
Colombo, IS ;
Main, IG ;
Forde, MC .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (03) :280-286
[7]   Error Analysis of Terrestrial Laser Scanning Data by Means of Spherical Statistics and 3D Graphs [J].
Cuartero, Aurora ;
Armesto, Julia ;
Rodriguez, Pablo G. ;
Arias, Pedro .
SENSORS, 2010, 10 (11) :10128-10145
[8]   An operational application of automatic feature extraction: The measurement of cracks in concrete structures [J].
Dare, PM ;
Hanley, HB ;
Fraser, CS ;
Riedel, B ;
Niemeier, W .
PHOTOGRAMMETRIC RECORD, 2002, 17 (99) :453-464
[9]  
DeltaSphere Inc, 2011, DELT 3000IR 3D LAS S
[10]  
FARO Technologies Inc, 2011, FAR LAS SCANN FOCUS3