EXPERIMENTAL STUDY OF PERFORMANCE OF AXIALLY COMPRESSED SANDY PEBBLE FILLED THIN-WALLED SQUARE STEEL TUBULAR COLUMNS

Liu Huan; Yao Yong; Chu Yunpeng; Deng Yongjun; Su Zehong

doi:10.13204/j.gyjz201309023

Volume 43 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(9): 120-123,148

Liu Huan, Yao Yong, Chu Yunpeng, Deng Yongjun, Su Zehong. EXPERIMENTAL STUDY OF PERFORMANCE OF AXIALLY COMPRESSED SANDY PEBBLE FILLED THIN-WALLED SQUARE STEEL TUBULAR COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 120-123,148. doi: 10.13204/j.gyjz201309023

Citation:

Liu Huan, Yao Yong, Chu Yunpeng, Deng Yongjun, Su Zehong. EXPERIMENTAL STUDY OF PERFORMANCE OF AXIALLY COMPRESSED SANDY PEBBLE FILLED THIN-WALLED SQUARE STEEL TUBULAR COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 120-123,148. doi: 10.13204/j.gyjz201309023

Citation:

Liu Huan, Yao Yong, Chu Yunpeng, Deng Yongjun, Su Zehong. EXPERIMENTAL STUDY OF PERFORMANCE OF AXIALLY COMPRESSED SANDY PEBBLE FILLED THIN-WALLED SQUARE STEEL TUBULAR COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 120-123,148. doi: 10.13204/j.gyjz201309023

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EXPERIMENTAL STUDY OF PERFORMANCE OF AXIALLY COMPRESSED SANDY PEBBLE FILLED THIN-WALLED SQUARE STEEL TUBULAR COLUMNS

doi: 10.13204/j.gyjz201309023

1.
School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China

Received Date: 2012-10-29
Publish Date: 2013-09-20

Abstract

Abstract

Using the compactness of sandy pebble as main parameter，static experimental study on the axialcompressive mechanical property of ten sandy-pebble-filled thin-walled square steel tubular columns，was carried outto analyze comparatively the load-carrying capacity，the load-strain curves，failure characteristics and mechanism ofdifferent test specimens． The experimental results indicate that the load-carrying capacities of empty and lowcompactnesssandy-pebble-filled thin-walled square steel tubular column were low，local buckling of tube walloccurred prior to steel yielding，resulting in steel performance failing to get into full play． Compared with square steeltubular stub columns that mentioned above，the co-action of the higher-compactness sandy pebble and tube wall caneffectively delay the local bucking of steel tube wall and enhance greatly the ultimate load-carrying capacity andimprove the global stability of the columns． And whats more，this new type of composite column has good repeatableutilization，as well as economic and environmental characteristics．
- square thin-walled steel tubular column,
- static test,
- degree of compaction,
- local buckling,
- economic environmental protection

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References(8)

References

[2] 韩林海,杨有福.现代钢管混凝土结构技术[M].2 版.北京:中国建筑工业出版社,2007.

韩林海.钢管混凝土结构理论与实践[M].2 版.北京:科学出版社,2007.

[3] JGJ 792002 建筑地基处理技术规范[S].

[4] 张胜利,何昌荣,朱安龙.砂卵石最大干密度的试验研究[J].四川水利发电,2005,24(1):69-74.

[5] SL 2371999 土工试验规程[S].

[6] 许成祥,朱长安,许淑珍.设置钢筋加劲肋薄壁方钢管混凝土短柱试验研究[J].建筑结构学报,2009(增刊2):231-236.

[7] 黄宏,万城勇.带肋方钢管混凝土柱偏心受压试验研究[J].铁道建筑,2010(4):94-97.

[8] 王庆利,薛阳,闫煦,等.CFRP 约束方钢管混凝土轴压短柱的静力性能研究[J].土木工程学报,2011,44(3):24-49.

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