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Experimental Study on Seismic Performance of Steel Reinforced Recycled Concrete Column

Xue, Jian Yang / Lin, Jian Peng / Ma, Hui

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.

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Experimental Study on Seismic Performance of Steel Reinforced Recycled Concrete Column

Xue, Jian Yang / Lin, Jian Peng / Ma, Hui

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.

Experimental Study on Seismic Performance of Steel Reinforced Recycled Concrete Column

Xue, Jian Yang / Lin, Jian Peng / Ma, Hui

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.

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Title:

Experimental Study on Seismic Performance of Steel Reinforced Recycled Concrete Column

Contributors:

Xue, Jian Yang / Lin, Jian Peng / Ma, Hui

Published in:

Applied Mechanics and Materials ; 501-504 ; 1580-1586

Publication date:

2014-01-16

Size:

7 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1580

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Seismic Performance , Axial Compression Ratio , Steel Reinforced Recycled Concrete Column , Replacement Ratio of Recycled Aggregate , Volumetric Stirrup Ratio

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