Analysis on the Stress-Strain Behavior of Self-Consolidating Concrete

Title: Analysis on the Stress-Strain Behavior of Self-Consolidating Concrete
Author(s): L. Li
Paper category : conference
Book title: SCC'2005-China: 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete
Editor(s): Zhiwu Yu, Caijun Shi, Kamal Henri Khayat and Youjun Xie
Print-ISBN: 2-912143-61-6
e-ISBN: 2912143624
Publisher: RILEM Publications SARL
Publication year: 2005
Pages: 517 - 522
Total Pages: 6
Nb references: 4
Language: English

Abstract: The SCC designed by the densified mixture proportion algorithm with high flowability (slump>230mm; slump flow>550mm) and high ultimate strength. According to the stress-strain curve from uni-axial compressive test, strain softening and strain snap-back are deemed as two destructive behaviors after peak load. The ultimate strain and elastic modulus tend to increase as the increment of strength. In this research, the descent elastic modulus model has been applied to simulate the stress-strain behavior, and a good result has been obtained.

Online publication: 2005-04-11
Publication type : full_text
Public price (Euros): 0.00
doi: 10.1617/2912143624.055