Automated crack detection and measurement based on digital image correlation

被引:186
作者
Gehri, Nicola [1 ]
Mata-Falcon, Jaime [1 ]
Kaufmann, Walter [1 ]
机构
[1] Swiss Fed Inst Technol, Inst Struct Engn, Zurich, Switzerland
关键词
Concrete structure; Experimental measurement; Digital image correlation; Image processing; Crack detection; Crack kinematic measurement; Automation; REINFORCED-CONCRETE MEMBERS; SHEAR-TRANSFER ACTIONS; TRANSVERSE REINFORCEMENT; EXTRACTION; BEHAVIOR; BEAM; SIZE;
D O I
10.1016/j.conbuildmat.2020.119383
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The acquisition and evaluation of the crack behaviour in experiments on quasi-brittle materials, such as concrete, mortar, or masonry is essential for understanding their structural behaviour. This publication presents a fully automated procedure to detect cracks and measure crack kinematics in laboratory experiments instrumented with digital image correlation (DIC). Crack lines are extracted using well-established image processing methods showing excellent agreement with the physical crack pattern. In contrast to most existing crack detectors that rely on pixel intensities of true images, the presented crack detection is based on the DIC principal tensile strain field what allows the extraction of much finer cracks and more reliable crack locations. The crack widths and slips are measured using the DIC displacement field accounting for local rotations of the specimen. Additionally, automated visualisations of the crack kinematic measurements including data smoothing are presented. Several sensitivity analyses evaluating the performance and the uncertainty of the crack detector and the crack kinematic measurements have been conducted. These analyses show that the obtained results depend on the DIC configuration and that the procedure is limited in the case of very closely spaced cracks. With appropriate DIC parameters, the procedure allows detecting crack locations with high precision and measuring crack kinematics very accurately even in large-scale experiments with complex crack patterns. (C) 2020 The Author(s). Published by Elsevier Ltd.
引用
收藏
页数:14
相关论文
共 48 条
[1]  
Abdulrahman H., 2017, J WSCG, V25, P133
[2]   Use of the digital image correlation and acoustic emission technique to study the effect of structural size on cracking of reinforced concrete [J].
Alam, S. Y. ;
Loukili, A. ;
Grondin, F. ;
Roziere, E. .
ENGINEERING FRACTURE MECHANICS, 2015, 143 :17-31
[3]   Monitoring size effect on crack opening in concrete by digital image correlation [J].
Alam, S. Y. ;
Loukili, A. ;
Grondin, F. .
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2012, 16 (07) :818-836
[4]   Rethinking reinforcement for digital fabrication with concrete [J].
Asprone, Domenico ;
Menna, Costantino ;
Bos, Freek P. ;
Salet, Theo A. M. ;
Mata-Falcon, Jaime ;
Kaufmann, Walter .
CEMENT AND CONCRETE RESEARCH, 2018, 112 :111-121
[5]  
Burke M.W., 2012, IMAGE ACQUISITION HD, V1, P44, DOI [10.1007/978-94-009-0069-1, DOI 10.1007/978-94-009-0069-1]
[6]   Analysis of shear-transfer actions on one-way RC members based on measured cracking pattern and failure kinematics [J].
Campana, Stefano ;
Ruiz, Miguel Fernandez ;
Anastasi, Andrea ;
Muttoni, Aurelio .
MAGAZINE OF CONCRETE RESEARCH, 2013, 65 (06) :386-404
[7]   An analysis of the shear-transfer actions in reinforced concrete members without transverse reinforcement based on refined experimental measurements [J].
Cavagnis, Francesco ;
Ruiz, Miguel Fernandez ;
Muttoni, Aurelio .
STRUCTURAL CONCRETE, 2018, 19 (01) :49-64
[8]   Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results [J].
Cavagnis, Francesco ;
Ruiz, Miguel Fernandez ;
Muttoni, Aurelio .
ENGINEERING STRUCTURES, 2015, 103 :157-173
[9]   Deep Learning-Based Crack Damage Detection Using Convolutional Neural Networks [J].
Cha, Young-Jin ;
Choi, Wooram ;
Buyukozturk, Oral .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2017, 32 (05) :361-378
[10]  
Correlated Solutions, 2016, STRAIN CALC VIC 3D