[1]金芷生,朱万福,庞同和.钢筋与混凝土粘结性能试验研究[J].东南大学学报(自然科学版),1985,15(2):73-85.[doi:10.3969/j.issn.1001-0505.1985.02.009]
 Jin Zhisheng,Zhu Wanfu,Pong Tonghe.Experimental Research on Bond Behavior Between Reinforcement and Concrete[J].Journal of Southeast University (Natural Science Edition),1985,15(2):73-85.[doi:10.3969/j.issn.1001-0505.1985.02.009]
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钢筋与混凝土粘结性能试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
15
期数:
1985年第2期
页码:
73-85
栏目:
本刊信息
出版日期:
1985-06-20

文章信息/Info

Title:
Experimental Research on Bond Behavior Between Reinforcement and Concrete
作者:
金芷生朱万福庞同和
南京工学院土木工程系; 南京工学院土木工程系 讲师; 讲师; 助工
Author(s):
Jin Zhisheng Zhu Wanfu Pong Tonghe
Department of Civil Engineering
关键词:
钢筋混凝土梁 钢筋表面 粘结性能 粘结应力 试验研究 钢筋混凝土受弯构件 裂缝高度 全过程 混凝土应变计 荷载作用
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1985.02.009
摘要:
本文主要研究钢筋混凝土受弯构件纯弯曲区段内主生裂缝之间钢筋与混凝土的粘结性能。建立粘结应力与滑移之间关系的数学模式,绘制τ—s曲线。进而求出钢筋混凝土受弯构件从加载到破坏全过程中,在各级荷载下的刚度、挠度、曲率等,为用有限无法进一步分析钢筋混凝土結构的非线性性能提供了条件。
Abstract:
This paper mainly deals with the bond behavior between reinforcement and concrete of primary cracks existing in the pure bending area of reinforced concrete members. A mathematical model about the relationship between bond stress and slip is established and a t—s curve is plotted. Furthermore, the stiffness, deflection and curvature of reinforced concrete bending members can be solved at various stages of the loading in the whole course from loading to destruction. The paper contributes to the further analysis of nonlinear behavior of the reinforced concrete structures by Finite Element method.

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更新日期/Last Update: 2013-05-01