Numerical evaluation of sample size effect on the stress-strain behavior of geotextile-reinforced sand

2010 ◽  
Vol 11 (8) ◽  
pp. 555-562 ◽  
Author(s):  
I. Hosseinpour ◽  
S. H. Mirmoradi ◽  
A. Barari ◽  
M. Omidvar
2017 ◽  
Vol 7 (6) ◽  
pp. 317-324 ◽  
Author(s):  
J.H. Chen ◽  
W.F. Xu ◽  
R.Z. Xie ◽  
F.J. Zhang ◽  
W.J. Hu ◽  
...  

2007 ◽  
Vol 91 (16) ◽  
pp. 161913 ◽  
Author(s):  
C. J. Lee ◽  
J. C. Huang ◽  
T. G. Nieh

2014 ◽  
Vol 2014 ◽  
pp. 1-11 ◽  
Author(s):  
Jikai Zhou ◽  
Pingping Qian ◽  
Xudong Chen

The size dependence of flexural properties of cement mortar and concrete beams is investigated. Bazant’s size effect law and modified size effect law by Kim and Eo give a very good fit to the flexural strength of both cement mortar and concrete. As observed in the test results, a strong size effect in flexural strength is found in cement mortar than in concrete. A modification has been suggested to Li’s equation for describing the stress-strain curve of cement mortar and concrete by incorporating two different correction factors, the factors contained in the modified equation being established empirically as a function of specimen size. A comparison of the predictions of this equation with test data generated in this study shows good agreement.


Cryogenics ◽  
1990 ◽  
Vol 30 (7) ◽  
pp. 647-649 ◽  
Author(s):  
M.V. Kartsovnik ◽  
G.Yu. Logvenov ◽  
K.Ya. Soifer

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