Source Journal of Chinese Scientific and Technical Papers
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Zhao Xiaoli, Chen Ying, Wang Xiaofeng, Chen Qi'an, Xu Youling. EXPERIMENTAL STUDY ON THE BOND-ANCHORAGE PROPERTIES FOR THE REBAR WITH SYMMETRICALLY DISTRIBUTED TRANSVERSE RIBS AND THE UNSYMMETRICALLY ONES IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 67-70. doi: 10.13204/j.gyjz200806018
Citation: Zhao Xiaoli, Chen Ying, Wang Xiaofeng, Chen Qi'an, Xu Youling. EXPERIMENTAL STUDY ON THE BOND-ANCHORAGE PROPERTIES FOR THE REBAR WITH SYMMETRICALLY DISTRIBUTED TRANSVERSE RIBS AND THE UNSYMMETRICALLY ONES IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 67-70. doi: 10.13204/j.gyjz200806018

EXPERIMENTAL STUDY ON THE BOND-ANCHORAGE PROPERTIES FOR THE REBAR WITH SYMMETRICALLY DISTRIBUTED TRANSVERSE RIBS AND THE UNSYMMETRICALLY ONES IN CONCRETE

doi: 10.13204/j.gyjz200806018
  • Received Date: 2007-09-29
  • Publish Date: 2008-06-20
  • Based on the transverse ribs distributed symmetrically and unsymmetrically rebar pull-out test,the bond-anchorage properties of the transverse ribs distributed symmetrically and unsymmetrically rebar have been investigated.The results show that: the conditions of anchorage,concrete strength and anchorage length are the same effects to bond-anchorage strength of the transverse ribs distributed symmetrically and unsymmetrically rebar.The bond-anchorage strength of the transverse ribs distribute symmetrically and unsymmetrically rebar is about the same,anchorage stress-ship curve(-) haven't the prominent difference.
  • 刘刚,徐有邻. 混凝土结构用钢筋外形的研究[A].北京:中国铁道出版社,2004.
    [2] 郝瑞华,陈颖,陈其安. 横肋分布特征对带肋钢筋轴向变形分布的影响[J].中国冶金,2005,(03):25-38.doi: 10.3969/j.issn.1006-9356.2005.03.006.
    [3] 郝瑞华. 带肋钢筋纵向延伸的不均匀分布[D].北京:北京科技大学,2005.
    [4] 徐有邻,沈文都. 钢筋外形对粘结锚固性能的影响[J].工业建筑,1987,(03):26-30.
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