冻融循环作用后变形钢筋与混凝土粘结性能退化研究

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冻融循环作用后变形钢筋与混凝土粘结性能退化研究

冀晓东, 赵宁, 宋玉普

文章导航 > 工业建筑 > 2010 > 40(1): 87-91

冀晓东, 赵宁, 宋玉普. 冻融循环作用后变形钢筋与混凝土粘结性能退化研究[J]. 工业建筑, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022

引用本文:

冀晓东, 赵宁, 宋玉普. 冻融循环作用后变形钢筋与混凝土粘结性能退化研究[J]. 工业建筑, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022

Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022

Citation:

Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022

冀晓东, 赵宁, 宋玉普. 冻融循环作用后变形钢筋与混凝土粘结性能退化研究[J]. 工业建筑, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022

引用本文:

冀晓东, 赵宁, 宋玉普. 冻融循环作用后变形钢筋与混凝土粘结性能退化研究[J]. 工业建筑, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022

Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022

Citation:

Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022

冻融循环作用后变形钢筋与混凝土粘结性能退化研究

doi: 10.13204/j.gyjz201001022

1.
1. 北京林业大学水土保持学院,北京100083;
2.
2. 黄河勘测规划设计有限公司规划研究院,郑州450003;
3.
3. 大连理工大学海岸与近海工程国家重点实验室,辽宁大连116024

基金项目:

国家自然科学基金资助项目(50679007)

作者简介:
冀晓东,男,1978年出生,讲师,博士. E-mail:jixiaodong2008@yahoo.com.cn

中图分类号: TU528
计量
- 文章访问数: 72
- HTML全文浏览量: 3
- PDF下载量: 101
- 被引次数: 0
出版历程
- 收稿日期: 2009-08-30
- 刊出日期: 2010-01-20

EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING

1.
1. School of Soil and Water Conservation,Beijing Forestry University,Beijing 100083,China;
2.
2. Yellow River Engineering Consulting Co,Zhengzhou 450003,China;
3.
3. State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China

摘要: 冻融循环作用后,混凝土内部发生损伤,混凝土的质量损失增加,超声波速、抗压强度和劈裂抗拉强度下降;而随着冻融循环作用次数的增加,钢筋与混凝土的粘结强度下降,钢筋自由端的峰值滑移量则增大;通过对3种直径螺纹钢筋与混凝土冻融后的粘结性能的试验研究得出:冻融循环作用后钢筋与混凝土粘结性能下降,特别是极限粘结强度随着冻融循环作用次数增加而下降,根本原因是由于冻融作用损伤混凝土造成混凝土的强度下降所致。
- 混凝土 /
- 钢筋 /
- 粘结性能 /
- 冻融循环
Abstract: Frost damage appeared in concrete after freezing and thawing,its mass loss was increased,while ultrasonic velocity,compressive strength and splitting strength were decreased.With the increasing of freezing and thawing cycles,the bond strength between steel bar and concrete was decreased,and ultimate slippage at free end of the steel bar was increased.Based on the test results,the bond behavior was deteriorated after freezing and thawing,whose main reason was the decrease in concrete strength by damage of concrete due to freezing and thawing cycles.
- concrete /
- steel bar /
- bond behavior /
- freezing and thawing

参考文献(8)

李金玉,曹建国.水工混凝土耐久性的研究和应用[M].北京:中国电力出版社,2004.

[2] Shih TS,Lee G C. Effect of Freezing Cycleson Bond Strength of Concrete[J]. Journal of Structural Engineering,1988,114(3):717-726.

[3] 贡金鑫,何世钦.盐环境中冻融循环对钢筋与混凝土粘结性能影响[J].大连理工大学学报,2005(3):405-500.

[4] 李金玉,曹建国.混凝土冻融破坏机理的研究[J].水利学报,1999(1):41-49.

[5] 于长江.冻融环境下普通混凝土的多轴破坏准则[D].大连:大连理工大学,2005.

[6] 徐有邻.变形钢筋-混凝土粘结锚固性能的试验研究[D].北京:清华大学,1990.

[7] 冀晓东.冻融后混凝土力学性能及钢筋混凝土粘结性能的研究[D].大连:大连理工大学,2007.

[8] Rales Tepfers. Cracking of Concrete Cover Along Anchored Deformed Rein forcing Bars[J]. Magazine of Concrete Research,1979,31(106):3-12.

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