| 钢筋混凝土桥梁加固法的结构耐久性时变分析 |
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| 引用本文： | 许艳秋,杨成东. 钢筋混凝土桥梁加固法的结构耐久性时变分析[J]. 山西建筑, 2009, 35(16): 293-295 |
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| 作者姓名： | 许艳秋 杨成东 |
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| 作者单位： | 阜新市公路工程质量与安全监督处,辽宁,阜新,123000 |
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| 摘 要： | 以一钢筋混凝土简支梁和一钢筋混凝土轴心受压柱为例，对几种常用的加固方案的抗力衰减-时间函数进行了初步的确定，并根据相关资料，推导出了几种加固方案的抗力衰减-时间函数，以便用于未来的研究计算。
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| 关 键 词： | 桥梁 加固 锈蚀 抗力衰减-时间函数 |
Time-dependent analysis on the structural durability of reinforced concrete bridge reinforcement |
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| XU Yan-qiu,YANG Cheng-dong. Time-dependent analysis on the structural durability of reinforced concrete bridge reinforcement[J]. Shanxi Architecture, 2009, 35(16): 293-295 |
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| Authors: | XU Yan-qiu YANG Cheng-dong |
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| Affiliation: | XU Yan-qiu YANG Cheng-dong |
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| Abstract: | Taking one reinforced silicon simply supported beam and one reinforce silicon axial loading column as example,the paper gets initial determination on resistance attenuation-time function of the reinforcement scheme,and according to corresponding materials,deduces the resistance attenuation-time function of some kinds of reinforcement schemes,so as to facilitates the research and calculation in the future. |
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| Keywords: | bridge reinforcement corrosion resistance attenuation-time function |
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