Experiment Study on Size Effect of Concrete Compress Damage Parameters

Abstract:

Article Preview

The bearing capacity decreases continuously along with the deterioration of material property under the action of external effects. It is important to evaluate the damage of concrete, and the damage parameter plays an important role in this process. An experimentation method has been designed, which can simulate the initial damage by mixed initiator into concrete. Using the elastic modulus of axial compression experimentation, the initial damage D0 and damage threshold value Df have been gained. The Size effect of concrete compress damage parameters is verified.

Info:

Periodical:

Key Engineering Materials (Volumes 452-453)

Edited by:

A. Saimoto and M.H. Aliabadi

Pages:

349-352

DOI:

10.4028/www.scientific.net/KEM.452-453.349

Citation:

X. D. Wang et al., "Experiment Study on Size Effect of Concrete Compress Damage Parameters", Key Engineering Materials, Vols. 452-453, pp. 349-352, 2011

Online since:

November 2010

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.