Crack Evolution of Bitumen Under Torsional Shear Fatigue Loads

2021 ◽  
pp. 481-487
Author(s):  
Yangming Gao ◽  
Linglin Li ◽  
Yuqing Zhang
2011 ◽  
Vol 52 (7) ◽  
pp. 705-715 ◽  
Author(s):  
J. Wertz ◽  
M.-H.H. Shen ◽  
O. Scott-Emuakpor ◽  
T. George ◽  
C. Cross

2017 ◽  
Vol 59 (9) ◽  
pp. 811-821
Author(s):  
Hongbao Zhao ◽  
Huan Zhang ◽  
Guilin Hu ◽  
Feihu Wang ◽  
Hongbing Wang

2012 ◽  
Vol 588-589 ◽  
pp. 1930-1933
Author(s):  
Guo Song Han ◽  
Hai Yan Yang ◽  
Xin Pei Jiang

Based on industrial CT technique, Meso-mechanical experiment was conducted on construction waste recycled brick to get the real-time CT image and stress-strain curve of brick during the loading process. Box counting method was used to calculate the fractal dimension of the inner pore transfixion and crack evolution. The results showed that lots of pore in the interfacial transition zone mainly resulted in the damage of the brick. With the increase of stress, the opening through-pore appeared and crack expanded, and the fractal dimension increased.


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