DESIGN METHODS OF REBAR-IMPLANTING

Li Yanru; Liu Xinyu

doi:10.13204/j.gyjz200511024

Volume 35 Issue 11

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(11): 81-83

CHEN Tianlei, NIU Mengshi, XIE Sa. “FATTING PILE EFFECT” AND CHANGE LAWS OF COLLAPSIBLE COEFFICIENTS COMPACTED WITH SDS PILES IN SELF-WEIGHT COLLAPSE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 6-10. doi: 10.13204/j.gyjz202006002

Citation:

Li Yanru, Liu Xinyu. DESIGN METHODS OF REBAR-IMPLANTING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 81-83. doi: 10.13204/j.gyjz200511024

Citation:

Li Yanru, Liu Xinyu. DESIGN METHODS OF REBAR-IMPLANTING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 81-83. doi: 10.13204/j.gyjz200511024

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DESIGN METHODS OF REBAR-IMPLANTING

doi: 10.13204/j.gyjz200511024

Li Yanru¹,
Liu Xinyu²

1.
1. Navy Energy Conservation Technology Research Center,Naval Univ.of Engineering Tianjin 300450;
2.
2. Engineering Institute of Engineering Corps,PLA Univ.of Sci &Tech Nanjing 210007

Received Date: 2005-05-30
Publish Date: 2005-11-20

Abstract

Abstract

As an advanced post-installed anchorage technology, rebar-implanting has already been applied to civil structural engineering all over the world, and has vast prospect for using in protected engineering.However, the problem of design method of rebar-implanting has not been solved.The anchorage property of rebar-implanting with composite adhesive under explosive loads is studied by the way of experiment, and the design method is presented.
- rebar-implanting, explosive loads, anchorage design,

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References(6)

References

李艳茹,刘新宇,张川.爆炸荷载作用下植筋粘结应力有限元分析.解放军理工大学学报(自然科学版),2004(12)

[2] 李艳茹,刘新宇,汪忠新.爆炸荷载作用下种植钢筋动粘结应力研究.防护工程,2004(11)

[3] 陈肇元. 高强钢筋在快速变形下的性能及其在抗爆结构中的应用. 钢筋混凝土结构构件在冲击荷载下的性能. 北京:清华大学出版社,1986

[4] 王传志, 滕智明. 钢筋混凝土结构理论.北京:中国建筑工业出版社,1995

[5] GB 50038-1994 人民防空地下室设计规范

[6] Cook R A. Behavior of Chemically Bonded Anchors. Journal of Structure Engineering, American Society of Civil Engineers, 1993,119(9)

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