| 粘钢加固RC梁的锚固剪应力参数分析 |
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| 引用本文： | 欧阳煜,黄奕辉.粘钢加固RC梁的锚固剪应力参数分析[J].华侨大学学报(自然科学版),2000,21(3):282-286. |
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| 作者姓名： | 欧阳煜 黄奕辉 |
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| 作者单位： | 华侨大学土木工程系,泉州,362011 |
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| 基金项目： | 福建省科技厅科研项目，， |
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| 摘 要： | 在弹性理论的基础上，利用钢板固剪应力计算公式，对在集中荷载或均布荷载作用下采用粘钢加固的混凝土梁，风板锚固最大剪应力的有关影响因素。
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| 关 键 词： | 混凝土梁 粘钢加固 锚固剪应力 参数分析 RC梁 |
A Parameter Analysis of Anchorage Shear Stress on the RC Beams Braced by Bonding Steel |
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| Ouyang Yu,Huang Yihui.A Parameter Analysis of Anchorage Shear Stress on the RC Beams Braced by Bonding Steel[J].Journal of Huaqiao University(Natural Science),2000,21(3):282-286. |
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| Authors: | Ouyang Yu Huang Yihui |
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| Abstract: | Regarding the RC beams subjected to concentrated load or even load and braced by bonding steel,an analysis is made on the relevant factors influencing maximum anchorage shear stress of steel sheet.The analysis is based on elastic theory and makes use of the formula for calculating anchorage shear stress of steel sheet.As indicated by the results,the maximum anchorage shear stress not only realtes to such parameters as height of cross section of RC beam and span but also relates to the thickness of adhesive layer,elastic modulus,thickness of steel sheet,and length of steel sheet.The present method will check maximum an chorage shear stress on the end of shear sheet so as to prevent RC beam from local damage.The present results will offer important reference for our country to further perfect bracing design by bonding steel method. |
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| Keywords: | RC beam bracing by bonding steel anchorage shear stress parameter analysis |
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