EXPERIMENT ON THE BEHAVIOR OF DOUBLE-BALL ANCHORAGE IN PRESTRESSED CONCRETE SUBJECTED TO SUSTAINED LOADING

Zhao Jun; Zhang Zhiqiang

doi:10.13204/j.gyjz200611014

Volume 36 Issue 11

Dec. 2014

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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:

Zhao Jun, Zhang Zhiqiang. EXPERIMENT ON THE BEHAVIOR OF DOUBLE-BALL ANCHORAGE IN PRESTRESSED CONCRETE SUBJECTED TO SUSTAINED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 56-58. doi: 10.13204/j.gyjz200611014

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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EXPERIMENT ON THE BEHAVIOR OF DOUBLE-BALL ANCHORAGE IN PRESTRESSED CONCRETE SUBJECTED TO SUSTAINED LOADING

doi: 10.13204/j.gyjz200611014

1.
College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100022

Received Date: 2006-01-03
Publish Date: 2006-11-20

Abstract

Abstract

Full-size specimens of the double-ball anchorage system used in prestressed concrete structures were tested to investigate its behavior under sustained loads,its maximum load-carrying capacity and the influence of stress levels of sustained loads on its performance.The formula for estimating its deformation related to sustained loads is proposed.
- prestressed concrete,
- anchorage,
- sustained load

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References(5)

References

郑文忠,祝庆俊.对预应力钢绞线压花锚具性能的研究.哈尔滨建筑大学学报,1997,30(1):15-20

[2] 李文利,柴文革.预应力混凝土压花锚具力学性能试验研究.建筑技术,2002,33(9):692-693

[3] 赵国景,李文利,柴文革,等.预应力混凝土双压花锚具的试验研究//第十届结构工程学术会议论文集.北京:清华大学出版社,2002:468-470

[4] 冯蕾.双压花锚具的试验研究.工业建筑,2005,35(3):49-52

[5] 张志强.预应力混凝土双压花锚具性能试验研究:[硕士学位论文].北京:北京工业大学,2005

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