Experimental study on the mechanical behavior of recycled aggregate coarse concrete-filled square steel tube column

Author

Chen, Zong-ping ; Chen, Xiang-hua ; Ke, Xiao-jun ; Xue, Jian-yang

Author_Institution

Civil Eng. Postdoctoral Res. Station, Fuzhou Univ., Fuzhou, China

fYear

2010

fDate

26-28 June 2010

Firstpage

1313

Lastpage

1316

Abstract

According to the experimental studies on 11 specimens of recycled aggregate concrete (RAC) filled square steel tube column under axial compression loading. The failure patterns, mechanical behavior of RAC-filled square steel tube such as the loading-displacement curves, loading capacity, peak stress and strain, rigidity degradation and energy dissipation are obtained. Study results show that failure mode of RAC filled square steel tube is similar to ordinary concrete filled square steel tube; with the recycled coarse aggregate replacement percentage increasing, the bearing capacity have slightly increased.

Keywords

aggregates (materials); compressive strength; concrete; pipes; recycling; stress-strain relations; RAC filled square steel tube column; axial compression loading; energy dissipation; failure patterns; loading capacity; loading-displacement curves; mechanical behavior; peak strain; peak stress; recycled aggregate coarse concrete-filled square steel tube column; recycled aggregate concrete; rigidity degradation; Aggregates; Capacitive sensors; Civil engineering; Concrete; Degradation; Educational institutions; Energy dissipation; Steel; Stress; Testing; concrete-filled square steel tube; mechanical behavior; recycled aggregate concrete (RAC);

fLanguage

English

Publisher

ieee

Conference_Titel

Mechanic Automation and Control Engineering (MACE), 2010 International Conference on

Conference_Location

Wuhan

Print_ISBN

978-1-4244-7737-1

Type

conf

DOI

10.1109/MACE.2010.5536341

Filename

5536341