Experimental Investigation on the Shrinkage and Creep Performance of Self-Compacting Lightweight Concrete

Article Preview

Abstract:

Several experimental investigations were conducted on the autogenous shrinkage and creep performances of two types of designed self-compacting lightweight concrete (SCLC). In order to explore the difference in long-term performance between SCLC and normal aggregate concrete, normal aggregate self-compacting concrete (SCC) and normal concrete (NC) are also designed in this study. The results indicate that the designed SCLC exhibits lower autogenous shrinkage at early age, even slight expansion during the first 10 days. After 6 months, the autogenous shrinkage of SCLC increases nearly equal to those of normal aggregate concrete. Compared with the reference concretes NC and SCC, the 360-day creep coefficient of SCLC is lower, but the specific creep is higher. It is also found that long-term creep coefficient and specific creep decrease with the increase of compressive strength of SCLC.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 860-863)

Pages:

1346-1353

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Kawai T, Ozawa K, Ohno H, et al. The vibration-free highly super plasticized lightweight concrete with high-early strength for the cable-stayed bridge. In: Innovation in Cable-Stayed Bridge, Fukuoka Japan: 1991. pp.227-33.

Google Scholar

[2] Müller HS, Haist M. Self-compacting lightweight concrete-technology and use. Concr Plant Precast Technology 2002; 71(2): 29-37.

Google Scholar

[3] Choi YW, Kim YJ, Shin HC, et al. An experimental research on the fluidity and mechanical proprieties of high-strength lightweight self-compacting concrete. Cem Concr Res 2006; 36(9): 1595-1602.

DOI: 10.1016/j.cemconres.2004.11.003

Google Scholar

[4] Shi CJ, Wu YZ. Mixture proportioning and properties of self-consolidating lightweight concrete containing glass powder. ACI Mater J 2005; 102(5): 355-63.

DOI: 10.14359/14715

Google Scholar

[5] Hwang CL, Hung MF. Durability design and performance of self-consolidating lightweight concrete. Constr Build Mater 2005; 19(8): 619-26.

Google Scholar

[6] Wu ZM, Zhang YG, Zheng JJ, et al. An experimental study on the workability of self-compacting lightweight concrete. Constr Build Mater 2008; 23(5): 2083-92.

Google Scholar

[7] Davis HE. Autogenous volumn change of concrete. ASTM 40 1940: 1103-10.

Google Scholar

[8] European Project Group. Specification and guidelines for self-compacting concrete. UK: EFNARC, (2002).

Google Scholar

[9] Sun HL, Yie LP, Ding JT, et al. Shrinkage and creep of high-strength lightweight aggregate concrete. Tsinghua university(Sci &Tech) 2007; 47(6): 765-67, 80.

Google Scholar

[10] ACI Committee 213 (1987). Guide for structural lightweight aggregate concrete (ACI 213R-87 Reapproved 1999). American Concrete Institute, Farminaton Hills, Mich.

Google Scholar

[11] Mauricio L, Lawrence FK, Kimberly EK. Creep and shrinkage of high-performance lightweight concrete. ACI Mater J 2004; 101(5): 391-99.

Google Scholar