摘要
利用FRP(纤维增强复合材料)耐腐蚀、轻质、高强等优点,在钢与混凝土预应力简支组合梁下表面粘贴FRP布,形成能够有效减小变形和提高承载力的新型FRP布钢与混凝土预应力组合梁.以数值积分方法为基础,考虑材料非线性,提出该组合梁由加载至破坏的全过程非线性分析模式,研制计算程序,得到荷载与变形、荷载与预应力增量关系曲线,对其进行全过程非线性分析,明确组合梁不同受力阶段的工作特性,并通过算例验证该分析模式的正确性.
Taking advantage of FRP（fiber-reinforced polymer） that is anticorrosive, light and of high strength, the FRP strips were stuck on the flange bottom of H-beam of a simply-supported prestressed steel-concrete composite beam, thus enabling the composite beam to reduce effectively its deformation and improve its load-bearing capacity. Based on numerical integration and taking account of the beam＇s nonlinear materials, the nonlinear analytic models are developed for the beam in the whole process from receiving load to failure. Then, the computation procedure is programmed to obtain the relationship between load and deformation and that between load and prestressed increment. The whole process is thus analyzed nonlinearly to clarify the working characteristics of the composite beam in different stress/strain variation phases. An example is given to verify the validity of the analytic models proposed.
出处
《东北大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2007年第5期737-740,共4页
Journal of Northeastern University(Natural Science)
基金
建设部科技攻关项目(2003-2-135)
辽宁省教育厅科技攻关项目(05L352)
沈阳建筑大学省级重点实验室开放基金资助项目(JG-200614)
关键词
FRP
组合梁
非线性分析
承载力
变形
预应力增量
FRP
composite beam
nonlinear analysis
bearing capacity
deformation
prestressed increment
