FULL-FIELD DEFORMATION MEASUREMENT OF SAND USING THE DIGITAL IMAGE CORRELATION TECHNIQUE AND NUMERICAL SIMULATION USING THE DISCRETE ELEMENT METHOD

WANG Peng-peng; GUO Xiao-xia; SANG Yong; SHAO Long-tan; CHEN Zhi-xiang; ZHAO Bo-ya

doi:10.6052/j.issn.1000-4750.2019.02.0050

Volume 37 Issue 1

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Engineering Mechanics > 2020 > 37(1): 239-247. > DOI: 10.6052/j.issn.1000-4750.2019.02.0050

WANG Peng-peng, GUO Xiao-xia, SANG Yong, SHAO Long-tan, CHEN Zhi-xiang, ZHAO Bo-ya. FULL-FIELD DEFORMATION MEASUREMENT OF SAND USING THE DIGITAL IMAGE CORRELATION TECHNIQUE AND NUMERICAL SIMULATION USING THE DISCRETE ELEMENT METHOD[J]. Engineering Mechanics, 2020, 37(1): 239-247. DOI: 10.6052/j.issn.1000-4750.2019.02.0050

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FULL-FIELD DEFORMATION MEASUREMENT OF SAND USING THE DIGITAL IMAGE CORRELATION TECHNIQUE AND NUMERICAL SIMULATION USING THE DISCRETE ELEMENT METHOD

1.
State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, Liaoning 116024, China;
2.
Department of Engineering Mechanics, Dalian University of Technology, Dalian, Liaoning 116024, China;
3.
Key Laboratory for Precision and Non-Traditional Machining Technology, Ministry of Education, Dalian University of Technology, Dalian, Liaoning 116024, China;
4.
School of Mechanical Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China

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Received Date: February 20, 2019
Revised Date: May 21, 2019

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Abstract

Geotechnical materials are characterized of anisotropy and nonlinearity. Different composition leads to different deformation in soil. In order to measure the actual deformation of soil in the plane strain condition, a new plane strain testing apparatus was used to apply flexible pressure to the lateral sides of specimens. Unlike rigid loading, this loading method reduces the influence of boundary constraints. At the same time, a digital image measuring system was combined with this apparatus to obtain the surface deformation of specimens. The 2D digital image correlation (2D-DIC) technique was used to measure the full-field deformation of Fujian (China) sand in different confining pressures. In addition, microscopic parameters of the rolling resistance linear model in the discrete element method (DEM) were calibrated by using the experimental results, and the experiments were simulated by using DEM. Results show that the new plane stain testing apparatus combined with the 2D-DIC technique can not only obtain the local deformation distribution of Fujian (China) sand but also obtain the asymmetric deformation directly. Furthermore, the calibrated microscopic parameters can truly represent the stress-strain relationship of the tested specimens.

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References

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FULL-FIELD DEFORMATION MEASUREMENT OF SAND USING THE DIGITAL IMAGE CORRELATION TECHNIQUE AND NUMERICAL SIMULATION USING THE DISCRETE ELEMENT METHOD

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