[1]唐九如,严永成,周起敬.钢纤维砼与变形钢筋粘结性能的试验研究[J].东南大学学报(自然科学版),1990,20(1):55-62.[doi:10.3969/j.issn.1001-0505.1990.01.008]
 Tang Jiuru,Yan Yongcheng,Zhou Oijing,et al.An Experimental Study of Bonding Characteristics of Steel Fiber Concrete(SFC) and Deformed Bars[J].Journal of Southeast University (Natural Science Edition),1990,20(1):55-62.[doi:10.3969/j.issn.1001-0505.1990.01.008]
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钢纤维砼与变形钢筋粘结性能的试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
20
期数:
1990年第1期
页码:
55-62
栏目:
本刊信息
出版日期:
1990-01-20

文章信息/Info

Title:
An Experimental Study of Bonding Characteristics of Steel Fiber Concrete(SFC) and Deformed Bars
作者:
唐九如严永成周起敬
东南大学土木工程系; 东南大学土木工程系; 北京有色冶金设计研究总院
Author(s):
Tang Jiuru Yan Yongcheng Zhou Oijing Zhou Oijing
Department of Civil Engineering
Central Engineering and Researeh Institute for Nonferrous Metallurgical Industries
关键词:
粘结 锚固 混凝土/钢纤维
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1990.01.008
摘要:
论述了34个钢纤维砼和普通砼试件,在单调、重复和反复荷载下,与变形钢筋的粘结锚固性能的试验结果.试验表明,钢纤维砼具有较高的粘结强度,并可减小钢筋的滑移.在分析试验结果的基础上,提出了关于钢纤维砼粘结强度计算公式和钢筋设计锚固长度的建议.

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更新日期/Last Update: 2013-04-21