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预应力碳纤维布加固混凝土梁有限元分析
引用本文:贺梓恒. 预应力碳纤维布加固混凝土梁有限元分析[J]. 预应力技术, 2012, 16(1): 17-20
作者姓名:贺梓恒
作者单位:中国石油化工股份有限公司湖南石油分公司 湖南长沙 410005
摘    要:利用碳纤维布(CFRP)加固钢筋混凝土构件是一种先进的工程加固技术,已经在土木工程中得到了较为广泛的应用。本文应用ANSYS软件对碳纤维加固预应力和非预应力梁体受弯进行仿真,来分析和研究碳纤维加固混凝土梁的受力机理和加固效果,并给出了相应的荷载挠度曲线。结果表明应用预应力碳纤维的梁体明显优于普通碳纤维布加固的受损梁,不仅提高了结构各阶段的承载力而且降低了梁破坏时的挠度。

关 键 词:预应力  碳纤维加固(CFRP)  混凝土梁  有限元

Finite element analysis of prestressed CFRP reinforced concrete beams
Ziheng He. Finite element analysis of prestressed CFRP reinforced concrete beams[J]. Prestress Technology, 2012, 16(1): 17-20
Authors:Ziheng He
Affiliation:Hunan Petroleum Branch, SINOPEC, Changsha 410005, China
Abstract:The use of carbon fiber sheet (CFRP) to strengthen reinforced concrete members is an advanced engineering strengthening technology, which has been widely used in civil engineering. In this paper, ANSYS software is used to simulate the bending of prestressed and non-prestressed beams reinforced by carbon fiber to analyze and study the mechanical mechanism and reinforcement effect of carbon fiber reinforced concrete beams, and the corresponding load deflection curve is given. The results show that the beams reinforced with prestressed carbon fiber are obviously superior to the damaged beams reinforced with ordinary carbon fiber cloth, which not only improves the bearing capacity of the structures at various stages, but also reduces the deflection of the beams during failure.
Keywords:Prestress   Carbon fiber reinforcement (CFRP)   Concrete beam   Finite element
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