摘要
针对试验梁[1],利用ANSYS软件,建立有限元模型并对其进行分析。主要对不同配筋率的损伤梁的抗弯承载力进行分析。将有限元分析结果与试验值进行对比,研究发现,CFRP能够很好的提高损伤结构的承载力,并分析不同配筋率对加固梁的影响。
Taking advantage of finite element software, this paper builds nonlinear finite element model in order to analyze test beam logically. This paper focuses on the bearing capacity of damaged beams with different reinforcement. The results of finite element analysis are contrast to experimental value, research shows that CFRP can be very good to improve the bearing capacity of damaged structure, and analyzes the effect of different reinforcement ratios on strengthened beams.
出处
《河北联合大学学报（自然科学版）》
CAS
2014年第2期97-101,共5页
Journal of Hebei Polytechnic University:Social Science Edition
