Paper Title:
Mechanical Behaviors of High Performance Recycled Aggregate Concrete
  Abstract

In this testing research, a series of High Performance Recycled Aggregate Concrete (HPRAC) with recycled aggregate were prepared and their mechanical behaviors were tested, especially uniaxial compressive stress-strain behavior. The influence of the recycled aggregate replacement on mechanical behaviors of HPRAC was studied by changing replacement ratio of recycled aggregate. Testing results show that the strength of HPRAC decrease a little with the increase of the content of recycled aggregate; the uniaxial compressive stress-strain curve of HPRAC is similar to that of ordinary concrete, and the ductibility of HPRAC improve with the increase of the content of recycled aggregate; the fitted regression curves (especially numerical model) approach to measured curves and can be used in constitutive relations analysis for concrete structure.

  Info
Periodical
Chapter
Chapter 2: Inorganic Nonmetallic Materials
Edited by
Linli Xu, Wenya Tian and Elwin Mao
Pages
190-194
DOI
10.4028/www.scientific.net/AMM.80-81.190
Citation
S. H. Liu, Z. Y. Gao, L. H. Li, "Mechanical Behaviors of High Performance Recycled Aggregate Concrete", Applied Mechanics and Materials, Vols. 80-81, pp. 190-194, 2011
Online since
July 2011
Export
Price
$32.00
Share

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

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

Authors: Hai Feng Yang, Zhi Heng Deng, Ying Huang
Abstract:43 Φ50mm × 100mm column stress - strain curve tests are completed through RMT-201, which studied the compressive stress - strain curves of...
900