Study on Determination Method of Rock Tensile Modulus of Brazilian Disc Splitting Test Based on Digital Speckle Correlation Method (DSCM)

Author(s):  
Tongbin Zhao ◽  
Wei Zhang ◽  
Minglu Xing ◽  
Yue Qiu ◽  
Jinpeng Yao
2014 ◽  
Vol 578-579 ◽  
pp. 1290-1294
Author(s):  
Zhen Qiang Wang ◽  
Yan Liu

The splitting test for concrete specimens in four different dimensions were carried out in order to build the relative even micro-crack damage fields. The real-time whole-field displacements of concrete surface were measured omni-directionally by DSCM(Digital Speckle Correlation Method). Through analyzing the obtained experimental data, two kinds of micro-crack damage parameter are established :one is damage area based on the MCOD (Micro-Crack Opening Displacement) and another is damage variable based on the weighting-damping elastic modulus, which provides a new index and method for characterization of concrete micro-crack damage.


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