Digital image correlation (DIC) on fresh cement mortar to quantify settlement and shrinkage

被引:38
作者
Dzaye, Evin Dildar [1 ,2 ]
Tsangouri, Eleni [1 ]
Spiessens, Karel [1 ]
De Schutter, Geert [2 ]
Aggelis, Dimitrios G. [1 ]
机构
[1] Vrije Univ Brussel, Dept Mech Mat & Construct, Pl Laan 2, B-1050 Brussels, Belgium
[2] Univ Ghent, Dept Struct Engn, Magnel Lab Concrete Res, Technol Pk Zwijnaarde 904, B-9052 Ghent, Belgium
关键词
Fresh cementitious material; Digital image correlation; Shrinkage; Settlement; Strain; CONCRETE SURFACE;
D O I
10.1016/j.acme.2018.10.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The displacement of fresh cementitious media initiated by water evaporation and cement hydration is very complex. In the plastic state, the cement particles deform in the plane and move at different rates leading to the development of plastic shrinkage cracks. In parallel, the material settles as bleed water is released. Tracking the particles three-dimensional heterogeneous displacement requires a highly-sensitive monitoring technique. Digital image correlation (DIC) has been selected to quantify settlement and shrinkage strain evolution. DIC excels compared to classical LVDT point-transducers since it is non-contact and the analysis is full field providing a three-dimensional (3D) view of deformations and strains. 3D visualization maps of early-age deformation contribute to the interpretation of early age mobility. DIC enables the measurement of non-uniform surface displacement due to material heterogeneity and geometry that affects the shrinkage distribution which cannot be detected by traditional LVDTs. The procedure through which the DIC speckle pattern is applied on a wet rough surface is critically discussed. (C) 2018 Politechnika Wroclawska. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:205 / 214
页数:10
相关论文
共 29 条
[1]  
[Anonymous], 2004, Annual Book of ASTM Standards, P1, DOI [DOI 10.1520/C0128-22.1, DOI 10.1520/C0566-97R04.2]
[2]  
[Anonymous], 2009, IMAGE CORRELATION SH, DOI DOI 10.1007/978-0-387-78747-3
[3]  
[Anonymous], 2011, Standard practice for classification of soils for engineering purposes (Unified Soil Classification System), P1, DOI [DOI 10.1520/G0001-03R11, DOI 10.1520/C0039_C0039M-18]
[4]   Identification of early-age concrete temperatures and strains: Monitoring and numerical simulation [J].
Azenha, Miguel ;
Faria, Rui ;
Ferreira, Denise .
CEMENT & CONCRETE COMPOSITES, 2009, 31 (06) :369-378
[5]  
Barranger Y., 2010, EPJ WEB C
[6]   Monitoring early-age setting of silica fume concrete using wave propagation techniques [J].
Bhalla, Nikita ;
Sharma, Sandeep ;
Sharma, Shruti ;
Siddique, Rafat .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 162 :802-815
[7]   Analysis of compressive fracture of three different concretes by means of 3D-digital image correlation and vacuum impregnation [J].
Caduff, Daniel ;
Van Mier, Jan G. M. .
CEMENT & CONCRETE COMPOSITES, 2010, 32 (04) :281-290
[8]   A novel two-dimensional method to measure surface shrinkage in cementitious materials [J].
Chen, T. C. ;
Ferraro, C. C. ;
Yin, W. Q. ;
Ishee, C. A. ;
Ifju, P. G. .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (05) :687-698
[9]   Application of 3D-DIC to characterize the effect of aggregate size and volume on non-uniform shrinkage strain distribution in concrete [J].
Chen, Yang ;
Wei, Jiangxiong ;
Huang, Haoliang ;
Jin, Wen ;
Yu, Qijun .
CEMENT & CONCRETE COMPOSITES, 2018, 86 :178-189
[10]   Study on mechanical acoustic emission sources in fresh concrete [J].
Dzaye, Evin Dildar ;
De Schutter, Geert ;
Aggelis, Dimitrios G. .
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2018, 18 (03) :742-754