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钢骨再生混凝土偏压短柱承载力试验研究
引用本文:张卫东,王振波.钢骨再生混凝土偏压短柱承载力试验研究[J].低温建筑技术,2010,32(10):23-25.
作者姓名:张卫东  王振波
作者单位:[1]宿迁学院.江苏宿迁223800 [2]南京工业大学土木工程学院,南京210009
基金项目:信房与城乡建设部科学技术项目
摘    要:制作了3个相同含钢率、不同再生混凝土取代率的钢骨再生混凝土短柱,通过偏压试验研究,主要对其破坏模态、荷载-挠度曲线、荷载-变形关系曲线和承载力进行全过程分析,揭示了再生混凝土取代率对钢骨再生混凝土柱受压性能的影响,探索了钢骨再生混凝土的承载力计算公式。

关 键 词:钢骨混凝土  再生混凝土  取代率

EXPERIMENT RESEARCH ON THE CAPACITY OF STEEL REINFORCED RECYCLED CONCRETE SHORT COLUMNS SUBJECTED TO ECCENTRIC COMPRESSION
ZHANG Wei-dong,WANG Zhen-bo.EXPERIMENT RESEARCH ON THE CAPACITY OF STEEL REINFORCED RECYCLED CONCRETE SHORT COLUMNS SUBJECTED TO ECCENTRIC COMPRESSION[J].Low Temperature Architecture Technology,2010,32(10):23-25.
Authors:ZHANG Wei-dong  WANG Zhen-bo
Affiliation:1.College of Civil Engineering,College of Suqian,Jiangsu Suqian 223800,China;2.College of Civil Engineering,Nanjing Univ.of Tech.,Nanjing 210009,China)
Abstract:Three steel reinforced recycled concrete short columns with the same steel quantity and the different recycled concrete replacement rate are made,and are tested subjected to eccentric compression.Failure modes,load-deflection curve,load displacement curve and load-carrying capacity are analyzed,results show that recycled concrete replacement rate influences compression resistance capability of steel reinforced recycled concrete columns,and calculation formula is studied.
Keywords:steel reinforced concrete  reinforced recycled concrete  replacement rate
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