A comparison between mechanical propel-ties of self-compacting concrete and the corresponding properties of normal concrete

Authors
Citation
B. Persson, A comparison between mechanical propel-ties of self-compacting concrete and the corresponding properties of normal concrete, CEM CONCR R, 31(2), 2001, pp. 193-198
Citations number
24
Categorie Soggetti
Material Science & Engineering
Journal title
CEMENT AND CONCRETE RESEARCH
ISSN journal
00088846 → ACNP
Volume
31
Issue
2
Year of publication
2001
Pages
193 - 198
Database
ISI
SICI code
0008-8846(200102)31:2<193:ACBMPO>2.0.ZU;2-D
Abstract
An experimental and numerical study on mechanical properties, such as stren gth, elastic modulus, creep and shrinkage, of self-compacting concrete (SCC ) and the corresponding properties of normal compacting concrete (NC) is ou tlined in this article. The study included eight mix proportions of sealed or air-cured specimens with water-binder ratio (w/b) varying between 0.24 a nd 0.80. Half of the mixes studied were based on NC. The age at loading of the concretes in the creep studies varied between 2 and 90 days. Four diffe rent stress to strength levels were studied. Parallel studies were performe d on strength (f(c)) and relative humidity (RH). The results show that elas tic modulus, creep and shrinkage of SCC did not differ significantly from t he corresponding properties of NC. The ongoing study was started in 1997. ( C) 2001 Elsevier Science Ltd. All rights reserved.