TEST OF MOMENT BEARING CAPACITY AND DUCTILITY PERFORMANCE OF FILLED PRESTRESSED CONCRETE PIPE PILE

Liu Bingkang; Li Jianhong; Zhang Xingyu; Sheng Hai

doi:10.13204/j.gyjz200703013

Volume 37 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(3): 46-49,4

Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013

Citation:

Liu Bingkang, Li Jianhong, Zhang Xingyu, Sheng Hai. TEST OF MOMENT BEARING CAPACITY AND DUCTILITY PERFORMANCE OF FILLED PRESTRESSED CONCRETE PIPE PILE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 46-49,4. doi: 10.13204/j.gyjz200703013

Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013

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TEST OF MOMENT BEARING CAPACITY AND DUCTILITY PERFORMANCE OF FILLED PRESTRESSED CONCRETE PIPE PILE

doi: 10.13204/j.gyjz200703013

1.
1 School of Civil Engineering,Hefei University of Technology Hefei 230009;
2.
2 China United Engineering Corporation Hangzhou 310022

Received Date: 2006-09-16
Publish Date: 2007-03-20

Abstract

Abstract

Under the horizontal earthquake action, the jointed region of a pipe pile with base platform subjected to largemoment and shear force. According to the technical standard of prestressed concrete pipe pile, the reinforced concrete arefilled in the upper pile for one meter to improve the ductility and enhance bearing capacity. But the bearing capacity andductility of filled prestressed concrete pipe pile are rarely known upto now. Two specimens were tested in low_cycle reverseloads to investigate the momen bearing capacity and ductility performance for both filled pile and unfilled one. The tests showthatthe ductility factor of section and the moment bearing capacity of the filled pipe pile have larger improvement ascompared with those of the unfilled one.
- prestrssed concrete,
- filled pipe pile,
- moment bearing capacity,
- ductility

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References(4)

References

徐至钧,李智宇. 预应力混凝土管桩基础设计与施工[M].北京:机械工业出版社,2005.

GB 13476-1999.先张法预应力混凝土管桩[S].

朱海堂,丁自强,张启明. 预应力混凝土管桩与桩帽连接节点受弯性能试验报告[J].土木工程学报,1997,(04):68-73.

宋寅,柳炳康,李建宏. 填芯与非填芯预应力混凝土管桩抗弯承载力计算[J].合肥工业大学学报（自然科学版）,2007,(04).

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