| 钢筋混凝土结构粘结滑移关系的应力函数法 |
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| 引用本文： | 叶永,寇国祥,伏义淑.钢筋混凝土结构粘结滑移关系的应力函数法[J].三峡大学学报(自然科学版),2004,26(3):248-250. |
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| 作者姓名： | 叶永 寇国祥 伏义淑 |
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| 作者单位： | 1. 三峡大学,土木水电学院,湖北,宜昌,443002
2. 三峡大学,产业集团,湖北,宜昌,443002 |
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| 摘 要： | 通过分析试验资料，应用应力函数建立了钢筋混凝土梁在载荷作用下纯弯段钢筋与混凝土粘结应力与滑移量之间的关系，考虑了材料的非线性、混凝土的厚度、裂缝问距、材料的弹性模量等因素的影响，且与试验结果符合较好．
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| 关 键 词： | 钢筋混凝土结构 钢筋混凝土梁 粘结应力 滑移 应力函数 |
| 文章编号： | 1007-7081(2004)03-0248-03 |
| 修稿时间： | 2004年12月9日 |
Stress Function Method for Bond Stress-Slip Relationship Between Steel Bar and Concrete |
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| Ye Yong Kou Guoxiang Fu Yishu.Stress Function Method for Bond Stress-Slip Relationship Between Steel Bar and Concrete[J].Journal of China Three Gorges University(Natural Sciences),2004,26(3):248-250. |
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| Authors: | Ye Yong Kou Guoxiang Fu Yishu |
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| Abstract: | Based on the experimental data, an elastoplastic method for bond stress-slip relationship between steel bar and concrete of reinforced concrete beams under loading,is proposed. The method has considered the effects of the properties of materials, the concrete cover thickness and the crack intervals. Good correspondence between measured and calculated bond stress-slip relationship is found . |
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| Keywords: | reinforced concrete beam bond stress slip stress function |
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