EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF REACTIVE POWDER CONCRETE SHORT COLUMNS CONFINED BY SQUARE STEEL TUBE UNDER AXIAL COMPRESSION

HAO Wenxiu; YU Wanli; ZHANG Siyuan; XU Xiao; SONG Shanshan

doi:10.13204/j.gyjzG20041902

Volume 51 Issue 6

Oct. 2021

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(6): 117-122

HAO Wenxiu, YU Wanli, ZHANG Siyuan, XU Xiao, SONG Shanshan. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF REACTIVE POWDER CONCRETE SHORT COLUMNS CONFINED BY SQUARE STEEL TUBE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 117-122. doi: 10.13204/j.gyjzG20041902

Citation:

HAO Wenxiu, YU Wanli, ZHANG Siyuan, XU Xiao, SONG Shanshan. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF REACTIVE POWDER CONCRETE SHORT COLUMNS CONFINED BY SQUARE STEEL TUBE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 117-122. doi: 10.13204/j.gyjzG20041902

Citation:

HAO Wenxiu, YU Wanli, ZHANG Siyuan, XU Xiao, SONG Shanshan. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF REACTIVE POWDER CONCRETE SHORT COLUMNS CONFINED BY SQUARE STEEL TUBE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 117-122. doi: 10.13204/j.gyjzG20041902

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EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF REACTIVE POWDER CONCRETE SHORT COLUMNS CONFINED BY SQUARE STEEL TUBE UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjzG20041902

Urban and Rural Construction Institute, Hebei Agricultural University, Baoding 071001, China

Received Date: 2020-04-19
Available Online: 2021-10-27

Abstract

Abstract

Based on the axial compression test of 9 reactive powder concrete (RPC) short columns confined by square steel tubes (the concrete mixed with steel fibers and built-in spiral stirrups), the effects of steel fiber content and spiral stirrup spacing on the failure mode, bearing capacity and ductility of columns were studied. The test results showed that the deformation capacity of the specimen could be greatly improved by adding steel fibers and embedding spiral stirrups, and the increase range of ultimate bearing capacity could be up to 10%~25%. Based on the experiment, the ABAQUS finite element analysis model was established to further analyze the influence of length-thickness ratio and stirrup spacing on the bearing capacity and ductility of columns,the results of theoretical analysis could provide theoretical support for engineering practice.
- square steel tube,
- reactive powder concrete,
- axial compression,
- spiral stirrup,
- ductility

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References(12)

References

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