| 粘贴钢板法加固桥梁荷载试验分析 |
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| 引用本文： | 陈俊楠.粘贴钢板法加固桥梁荷载试验分析[J].工程与试验,2014(4):40-42. |
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| 作者姓名： | 陈俊楠 |
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| 作者单位： | 上海同丰工程咨询有限公司,上海201900 |
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| 摘 要： | 粘贴钢板加固法是旧桥加固较为常用的方法。本文基于受弯构件平截面假定,推导了粘贴钢板加固矩形截面梁承载能力的计算公式,并结合具体工程实例进行分析论证,为实际工程钢板加固设计和施工提供参考。
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| 关 键 词： | 桥梁 粘贴钢板加固 承载能力 荷载试验 |
Analysis on Loading Test for Bridge Reinforced by Sticking Steel Plate |
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| Chen Junnan.Analysis on Loading Test for Bridge Reinforced by Sticking Steel Plate[J].ENGINEERING & TEST,2014(4):40-42. |
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| Authors: | Chen Junnan |
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| Affiliation: | Chen Junnan ( Tongfeng of Engineering Consulting Co., Ltd. Shanghai 201900, China) |
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| Abstract: | The sticking steel plate is a common method for old bridge reinforcement.Based on the assumption of flexural member section,the calculation formula of bearing capacity of the rectangular section beam reinforced by sticking steel plate is developed.Combined with engineering cases,the calculation formula is analyzed and demonstrated,which provides references for the actual reinforcing design and the construction of sticking steel plate. |
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| Keywords: | bridge sticking steel plate bearing capacity loading test |
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