| 型钢混凝土受弯构件粘结滑移性能试验研究 |
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| 引用本文： | 范进,沈银良,张斌. 型钢混凝土受弯构件粘结滑移性能试验研究[J]. 建筑科学, 2007, 23(1): 22-26,43 |
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| 作者姓名： | 范进 沈银良 张斌 |
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| 作者单位： | 南京理工大学,土木工程系,南京,210094;南京理工大学,土木工程系,南京,210094;江苏省纺织工业设计研究院,江苏,苏州,215001 |
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| 摘 要： | 型钢混凝土的粘结滑移问题是影响型钢混凝土理论进一步发展的主要因素,本文通过型钢混凝土受弯构件试验,研究了型钢和混凝土之间不同的粘结状态对型钢混凝土梁力学性能及刚度的影响,并对箍筋间距、抗剪连接件的设置对型钢和混凝土粘结滑移性能的影响进行了探讨。
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| 关 键 词： | 型钢混凝土 受弯构件 粘结滑移 试验研究 |
| 文章编号： | 1002-8528（2007）01-0022-05 |
| 收稿时间： | 2006-05-22 |
| 修稿时间： | 2006-05-22 |
Experimental Study on Bond-Slip Behavior of Steel Reinforced Concrete Flexural Members |
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| FAN Jin,SHEN Yin-liang,ZHANG Bin. Experimental Study on Bond-Slip Behavior of Steel Reinforced Concrete Flexural Members[J]. Building Science, 2007, 23(1): 22-26,43 |
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| Authors: | FAN Jin SHEN Yin-liang ZHANG Bin |
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| Abstract: | The bond-slip behavior between steel shape and concrete is the main problem which holds back the further development of the theory of steel reinforced concrete structure.In this paper,based on the experimental study of the steel reinforced concrete flexural members,the effect of bond-slip on the mechanical performances and stiffness of the steel reinforced concrete beams is studied, and the effect of the number of stirrups and the shear connectors on the bondslip behavior between steel shape and concrete is also discussed. |
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| Keywords: | steel reinforced concrete(SRC) flexural member bond-slip experimental study |
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