STUDY OF KAISER EFFECT DURING DAMAGE PROCESS OF CONCRETE-REBAR BOND

Ouyang Lijun; LüHaibo; Zhao Yanlin

doi:10.13204/j.gyjz200902013

Volume 39 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(2): 84-87,99

Ouyang Lijun, LüHaibo, Zhao Yanlin, . STUDY OF KAISER EFFECT DURING DAMAGE PROCESS OF CONCRETE-REBAR BOND[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 84-87,99. doi: 10.13204/j.gyjz200902013

Citation:

Ouyang Lijun, LüHaibo, Zhao Yanlin, . STUDY OF KAISER EFFECT DURING DAMAGE PROCESS OF CONCRETE-REBAR BOND[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 84-87,99. doi: 10.13204/j.gyjz200902013

Ouyang Lijun, LüHaibo, Zhao Yanlin, . STUDY OF KAISER EFFECT DURING DAMAGE PROCESS OF CONCRETE-REBAR BOND[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 84-87,99. doi: 10.13204/j.gyjz200902013

Citation:

Ouyang Lijun, LüHaibo, Zhao Yanlin, . STUDY OF KAISER EFFECT DURING DAMAGE PROCESS OF CONCRETE-REBAR BOND[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 84-87,99. doi: 10.13204/j.gyjz200902013

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STUDY OF KAISER EFFECT DURING DAMAGE PROCESS OF CONCRETE-REBAR BOND

doi: 10.13204/j.gyjz200902013

1.
1. Research Institute of Structural Engineering &Disaster Reduction,Tongji University,Shanghai 200092,China;
2.
2. College of Civil Engineering &Architecture,Guangxi University,Nanning 530004,China;
3.
3. Department of Civil Engineering,Guilin University of Technology,Guilin 541004,China;
4.
4. Department of Civil Engineering,Guangxi Polytechnic College of Construction,Nanning 530003,China

Received Date: 2008-06-10
Publish Date: 2009-02-20

Abstract

Abstract

Seven concrete samples of di fferent cor rosion degrees are gained by direct-current test. AE signal collect system is adopted to detect bond damage process of these samples. Several tests are conducted before detecting as follow: through lead-breaking and simulant loadi ng tests, reasonable value of threshold which can efficiently insulate noise is gained; through lead-breaking tests, time parameters (PDT HDT HLT) which fit concrete samples are ob tained. Kaiser effect in the beginning of bond damage is found through analysing the events during bond damage process.
- concrete,
- acoustic emission,
- bond damage,
- Kaiser effect

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References(8)

References

[2] .尹贤刚, 李庶林. 用岩石声发射凯塞效应量测地应力研究[J]. 采矿技术. 2006, 6(3): 278-280

.纪洪广. 混凝土材料声发射性能研究与应用[M]. 北京: 煤炭工业出版社, 2003

[3] .张景和. 利用岩石发射Kaiser 效应测定低应力的新方法[J]. 岩石力学与工程学报, 1987(6): 347-355

[4] .耿荣生, 沈功田, 刘时风. 声发射信号处理和分析技术[J]. 无损检测, 2002, 24(1): 23-28

[5] .《国防科技工业无损检测人员资格鉴定与认证培训教材》编审委员会. 声发射检测[M], 北京: 机械工业出版社, 2005

[6] .袁振明, 马羽宽, 何泽云. 声发射技术及其应用[M], 北京: 机械工业出版社, 1985

[7] .沈功田, 耿荣生. 刘时风. 声发射源定位技术[J], 无损检测, 2002, 24(3): 114-125

[8] .Sagaidak A I, Elizarov S V. Acoustic Emission Parameters Correlated with Fracture and Deformation Processes of Concrete Members [J]. Construction and Building Materials, 2007, 21(3): 477-482

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