Compressive Strength of Self-Compacting Concrete during High-Temperature Exposure-Reference-Cited by-同舟云学术

Compressive Strength of Self-Compacting Concrete during High-Temperature Exposure

Published:2010-10 Issue:10 Volume:22 Page:1005-1011
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tao Jin¹²³,Yuan Yong¹²³,Taerwe Luc¹²³

Affiliation:

1. State Key Laboratory of Concrete and Preload Concrete Structure of Ministry of Education, Civil Engineering School, Southeast Univ., Nanjing 210096, China.

2. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Magnel Laboratory for Concrete Research, Ghent Univ., Ghent, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000102

Reference27 articles.

1. Annerel E. Taerwe L. and Vandevelde P. (2007). “Assessment of temperature increase and residual strength of SCC after fire exposure.” 5th Int. RILEM Symp. on SCC RILEM Publications S.A.R.L. Ghent Belgium 715–720.

2. Boström L. (2003). “Self-compacting concrete exposed to fire.” Int. RILEM Symp. on Self-Compacting Concrete Proc. PRO Vol. 33 RILEM Publications S.A.R.L. Reykjavik 863–869.

3. Effect of transient high temperature on high-strength concrete;Castillo C.;ACI Mater. J.,1990

4. EFNARC. (2005). The European guidelines for self-compacting concrete specification: Production and use ⟨http://www.efnarc.org/publications.html⟩.

5. Self-consolidating concrete subjected to high temperature

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