| 型钢混凝土的粘结滑移关系研究 |
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| 引用本文： | 梁勇敢.型钢混凝土的粘结滑移关系研究[J].山西建筑,2011,37(8):32-34. |
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| 作者姓名： | 梁勇敢 |
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| 作者单位： | 新世界发展(武汉)有限公司梓山湖置业有限公司,湖北武汉,430022 |
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| 摘 要： | 采用有限元结构分析软件ANSYS分析了混凝土强度等级、混凝土保护层厚度、横向配箍率和纵向配筋率等因素对型钢混凝土粘结强度的影响,并在有限元参数分析的基础上,提出了型钢混凝土粘结滑移关系的特征方程,对今后型钢混凝土结构设计具有指导作用。
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| 关 键 词： | 型钢混凝土结构 粘结强度 有限元分析 |
Study on the bond-slip relation of Steel Reinforced Concrete structures |
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| LIANG Yong-gan.Study on the bond-slip relation of Steel Reinforced Concrete structures[J].Shanxi Architecture,2011,37(8):32-34. |
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| Authors: | LIANG Yong-gan |
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| Affiliation: | LIANG Yong-gan |
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| Abstract: | This paper has studied the bond-anchoring factors such as concrete strength grade,concrete cover thickness,the ratio of steel bar and the transverse hoops with structural analysis software ANSYS.In the ANSYS analysis based on the parameters,the author has put forward the proper equation of the bond-slip constitutive relation,it has certain guiding significance for future steel-shaped concrete structure design. |
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| Keywords: | Steel Reinforced Concrete structure bond strength finite element analysis |
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