| CFRP加固含疲劳裂纹钢板的有限元参数分析 |
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| 引用本文： | 郑云,叶列平,岳清瑞,董嘉林. CFRP加固含疲劳裂纹钢板的有限元参数分析[J]. 工业建筑, 2006, 36(6): 99-103 |
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| 作者姓名： | 郑云 叶列平 岳清瑞 董嘉林 |
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| 作者单位： | 清华大学,土木工程系,北京,100084;中冶集团建筑研究总院,北京,100088 |
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| 基金项目： | 国家高技术研究发展计划(863计划) , 国家高技术研究发展计划(863计划) |
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| 摘 要： | CFRP加固含疲劳裂纹钢板可显著提高其疲劳寿命。采用有限元分析方法,详细研究了CFRP长度、宽度、厚度、弹性模量,胶层的剪切模量和厚度等各种参数对加固效果的影响。结果表明:提高CFRP的弹性模量、厚度,采用适当的胶层剪切模量、厚度,对提高加固效果显著。根据有限元计算结果,归纳得出应力强度因子幅的计算经验公式,该经验公式与有限元计算结果和试验结果符合较好,可用于计算CFRP加固含疲劳裂纹钢板疲劳寿命的计算。
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| 关 键 词： | 碳纤维板 加固 钢结构 疲劳裂纹 疲劳寿命 应力强度因子 有限元分析 |
| 收稿时间： | 2005-11-20 |
| 修稿时间： | 2005-11-20 |
PARAMETER STUDY ON STEEL PLATES REINFORCED BY CFRP PLATES WITH FINITE ELEMENT METHOD |
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| Zheng Yun,Ye Lieping,Yue Qingrui,Dong Jialin. PARAMETER STUDY ON STEEL PLATES REINFORCED BY CFRP PLATES WITH FINITE ELEMENT METHOD[J]. Industrial Construction, 2006, 36(6): 99-103 |
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| Authors: | Zheng Yun Ye Lieping Yue Qingrui Dong Jialin |
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| Affiliation: | 1.Department of Civil Engineering, Tsinghua University Beijing 100084; 2.Central Research Institute of Building and Construction of MCC Group Beijing 100088 |
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| Abstract: | The fatigue life of cracked steel plate can be significantly increased by external bonded CFRP plates.The influence parameters,such as the length,width,thickness,elastic modulus of CFRP,and the thickness,shear modulus of adhesive,on stress intensity factor(SIF) of fatigue crack front face were studied with finite element method(FEM).The results showed that increasing the thickness and elastic modulus of CFRP,using moderate thickness and shear modulus of adhesive led to good strengthening effect.Based on the FEM results,an empirical formula of SIF was suggested.The fatigue crack propagation predicted by the suggested empirical formula is found to have good agreement with experimental result,and can be usd to evaluate the fatigue life of cracked steel plate strengthened with CFRP plates. |
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| Keywords: | CFRP plate strengthening steel structure fatigue crack fatigue life stress intensity factor finite element method |
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