The Influences of Different Temperature Histories on the Assessment of Cracking Resistance Based on the Concrete Thermal Stress Test

Article Preview

Abstract:

This paper studied the influences of different temperature histories on the assessment of cracking resistance based on the thermal stress tests, and also initially considered and discussed the effects of several empirical tests on thermal stress tests, including approximate adiabatic heating mode, temperature control mode, archived data matching mode, followed by some proposals regarding the standardizing research of thermal stress test of concrete.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2426-2430

Citation:

Online since:

January 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yong Yuan. Crack-controlling of concrete structure in early age[M]. Beijing: Science press, 2004. (in Chinese).

Google Scholar

[2] DL 5108-1999, Concrete gravity dam design code [S]. Beijing: China power press, 2000. (in Chinese).

Google Scholar

[3] Kraai, Paul P. A proposed test to determine the cracking potential due to drying shrinkage of concrete[J]. Concrete Construction, 1985, 30(9): 775-778.

Google Scholar

[4] Shaeles, Christos A and Hover, Kenneth C. Influence of mix proportions and construction operations on plastic shrinkage cracking in thin slabs[J]. ACI Materials Journal, 1988, 85(6): 495-504.

DOI: 10.14359/2242

Google Scholar

[5] SPRINGENSCHMID R, BREITENBUCHER R, MANGOLD M. Development of the cracking frame and the temperature -stress testing machine[C]/Thermal cracking in concrete at early ages. Suffolk: E&FN SPON, 1994: 137-144.

DOI: 10.1201/9781482271294-29

Google Scholar

[6] Zhihai LIN. Quantitative Evaluation of the Effectiveness of Expansive Concretes as a Countermeasure for Thermal Cracking and the Development of its Practical Application[D]. Tokyo, Japan, Department of Civil Engineering of the University of Tokyo, 2006, 9.

Google Scholar