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CFRP板加固钢筋混凝土梁抗弯性能有限元分析
引用本文:杨志,应永祥,鲍安红. CFRP板加固钢筋混凝土梁抗弯性能有限元分析[J]. 山西建筑, 2009, 35(20): 59-60
作者姓名:杨志  应永祥  鲍安红
作者单位:1. 西南大学工程技术学院,重庆,400716
2. 台州黄岩建筑工程质量监督站,浙江,台州,318020
摘    要:通过ANSYS建立有限元模型,对粘贴CFRP板加固钢筋混凝土梁前后的受力特征和过程进行了分析。通过有限元仿真分析,加固后的钢筋混凝土梁的抗弯性能的确得到了明显的提高。

关 键 词:有限元  加固  CFRP  钢筋混凝土梁

The finite element analysis of reinforcing banding resistance property of CFRP plate reinforced concrete beam
YANG Zhi,YING Yong-xiang,BAO An-hong. The finite element analysis of reinforcing banding resistance property of CFRP plate reinforced concrete beam[J]. Shanxi Architecture, 2009, 35(20): 59-60
Authors:YANG Zhi  YING Yong-xiang  BAO An-hong
Affiliation:YANG Zhi, YING Yong-xiang, BAO An-hong
Abstract:The mechanical characteristics and process of reinforced concrete beam before and after bonding CFRP plate reinforcing were ana-lyzed with finite dement model built by ANSYS. The banding resistance property of reinforced concrete beam after reinforcing was enhanced obviously by the finite dement emulation analysis.
Keywords:CFRP  finite dement  reinforcement  CFRP  reinforced concrete beam
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