Erratum to “Self-Compacting Concrete: Theoretical and experimental study” [Cement and Concrete Research 35(11) (2005) 2116–2136]

2007 ◽  
Vol 37 (9) ◽  
pp. 1376
Author(s):  
H.J.H. Brouwers ◽  
H.J. Radix
Keyword(s):  
Experimental Study ◽  
Concrete Research ◽  
Self Compacting Concrete ◽  
Cement And Concrete

Cement and concrete research in Greece

2005 ◽  
Vol 27 (2) ◽  
pp. 153-154
Author(s):  
S. Tsivilis ◽  
G. Kakali
Keyword(s):  
Concrete Research ◽  
Cement And Concrete

Experimental Study on Cracking Property of Self-Compacting Concrete

2008 ◽  
Vol 400-402 ◽  
pp. 433-438
Author(s):  
Nan Guo Jin ◽  
Xian Yu Jin ◽  
Xiang Lin Gu
Keyword(s):  
Experimental Study ◽  
Tensile Strain ◽  
Experimental Results ◽  
Flexural Test ◽  
Self Compacting Concrete ◽  
Free Shrinkage ◽  
Normal Concrete ◽  
Strength Grade ◽  
Mix Proportion ◽  
Key Parameter

Taking free shrinkage as the key parameter in evaluating cracking of concrete, the cracking properties of self-compacting concrete with strength grade of C35 and C50 were investigated based on ring and slab restraint tests. Meanwhile, the ultimate tensile strain of self-compacting concrete was studied by using flexural test. Experimental results show that the shrinkage of self-compacting concrete is lower than that of normal concrete. Self-compacting concrete cracks later than normal concrete with the same strength grade. Although the ultimate flexural tensile strains of self-compacting concrete in 7 d and 28 d are a little bit lower than that of the normal concrete, it can still be concluded from the research that the cracking property of self-compacting concrete can be greatly improved by using proper mix proportion.

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