Experimental Study on Seismic Performance of Steel Reinforced Recycled Concrete Column

Abstract:

The pseudo-static tests were carried out on seven steel reinforced recycled concrete columns. The main parameters of specimens were recycled aggregate replacement ratio, axial compression ratio and volumetric stirrup ratio. The results indicate that the incorporation of recycled aggregate doesnt reduce the horizontal bearing capacity, ductility and the energy dissipation capacity of specimens and has little effect on seismic performance. The seismic performance of steel reinforced recycled concrete column decreases significantly in the high axial compression ratio. The ductility, horizontal bearing capacity and the energy dissipation capacity of the steel reinforced recycled concrete column increase with a rise in the volumetric stirrup ratio. This study provides a reference on the application of the steel reinforced recycled concrete column.

• Periodical: Applied Mechanics and Materials (Volumes 501-504)
• Pages: 1580-1586
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.501-504.1580
• Online since: January 2014
• Authors: Jian Yang Xue, Jian Peng Lin, Hui Ma
• Keywords: Axial Compression Ratio, Replacement Ratio of Recycled Aggregate, Seismic Performance, Steel Reinforced Recycled Concrete Column, Volumetric Stirrup Ratio

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DOI: 10.1201/9781482271270-46