Bond of reinforcing bars in steel fiber reinforced concrete

机译：钢纤维混凝土中钢筋的粘结

获取原文

获取原文并翻译 | 示例

页面导航

摘要
著录项
相似文献
相关主题

摘要

Pull-out tests were performed on 10 mm diameter ribbed bars embedded along three times the bar diameter in 200 mm cubes made of plain and steel fiber reinforced self-compacting concrete (SFRC) of normal strength (B45). The fiber content was 60 and 120 kg/m~3 the aspect ratio of the fibers (i.e. l_f/d_f) was 45 and 80 and the concrete cover was 15,25,35 and 9 mm. The experimentally observed bond stress-slip relationship was compared with the bond stress-slip relationship calculated with the analytical bond model of Den Uijl & Bigaj, which was modified for SFRC.

机译：在直径为10 mm的带肋钢筋上进行拉拔试验，该带肋钢筋沿钢筋直径的三倍嵌入200 mm的立方体中，该立方体由普通强度和钢纤维增强的自密实混凝土（SFRC）制成，强度为（B45）。纤维含量为60和120kg / m〜3，纤维的长径比（即lf / d_f）为45和80，混凝土覆盖层为15、25、35和9mm。将实验观察到的粘结应力-滑动关系与通过分析SFRC的Den Uijl＆Bigaj分析粘结模型计算出的粘结应力-滑动关系进行比较。

著录项

来源
《International PhD Symposium in Civil Engineering vol.2; 20040616-19; Delft(NL)》|2004年|P.1205-1212|共8页
会议地点 Delft(NL)
作者
Petra Schumacher; Joop den Uijl; Joost Walraven; Agnieszka Bigaj-van Vliet;
展开▼
作者单位

Delft University of Technology, Delft, The Netherlands;

展开▼
会议组织
原文格式 PDF
正文语种 eng
中图分类市政工程;
关键词

相似文献

外文文献
中文文献
专利

1. Bond characteristics of steel fiber and deformed reinforcing steel bar embedded in steel fiber reinforced self-compacting concrete (SFRSCC) [J] . Farhad Aslani, Shami Nejadi Central European Journal of Engineering . 2012,第3期

机译：钢纤维增强自密实混凝土（SFRSCC）中埋入的钢纤维和变形钢筋的粘结特性
2. Bond characteristics of steel fiber and deformed reinforcing steel bar embedded in steel fiber reinforced self-compacting concrete (SFRSCC) [J] . Farhad Aslani, Shami Nejadi Open Engineering . 2012,第3期

机译：钢纤维增强自密实混凝土（SFRSCC）中埋入的钢纤维和变形钢筋的粘结特性
3. Direct tensile behaviors of steel-bar reinforced ultra-high performance fiber reinforced concrete: Effects of steel fibers and steel rebars [J] . Zhang Zhe, Shao Xu-Dong, Zhu Ping Construction and Building Materials . 2020,第May20期

机译：钢棒增强超高性能纤维增强混凝土的直接拉伸行为：钢纤维和钢筋的影响
4. Bond of reinforcing bars in steel fiber reinforced concrete [C] . Petra Schumacher, Joop den Uijl, Joost Walraven, International PhD Symposium in Civil Engineering . 2004

机译：钢纤维钢筋混凝土中加强棒的粘合
5. Bond strength of deformed reinforcing bars in plain high-strength concrete and high-strength steel fibre-reinforced concrete. [D] . Berube, Frederic-Simon. 2003

机译：普通高强度混凝土和高强度钢纤维增强混凝土中变形钢筋的粘结强度。
6. Experimental Study on Bond Performance of Carbon- and Glass-Fiber Reinforced Polymer (CFRP/GFRP) Bars and Steel Strands to Concrete [O] . Jun Zhao, Xin Luo, Zike Wang, 2021

机译：碳钢和玻璃纤维增强聚合物（CFRP / GFRP）棒和钢绞线对混凝土粘合性能的实验研究
7. Bond characteristics of steel fiber and deformed reinforcing steel bar embedded in steel fiber reinforced self-compacting concrete (SFRSCC) [O] . Farhad Aslani, Shami Nejadi 2012

机译：钢纤维钢纤维钢纤维和变形钢筋嵌入式钢纤维增强自压实混凝土（SFRSCC）

Bond of reinforcing bars in steel fiber reinforced concrete

摘要

著录项

相似文献

相关主题

期刊订阅