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Volume 35 Issue 11
Dec.  2014
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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

DESIGN METHODS OF REBAR-IMPLANTING

doi: 10.13204/j.gyjz200511024
  • Received Date: 2005-05-30
  • Publish Date: 2005-11-20
  • 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.
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  • 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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