摘要
对预制混凝土开洞深弯梁安全性进行研究,基于有限元理论提出可行的分析方法。通过有限元分析软件的虚拟仿真计算方法,结合预制开洞深弯梁实际工程案例来说明S&T模型法在安全性分析中的应用,并利用S&T模型法计算预制开洞深弯梁的内力情况,从而解决实际工程问题,总结出可行的开洞深弯梁理论设计方法。
The traditional concrete structural design uses limit state method to analyze projects based on sections. However, this method is not suitable for complex stress non-linear structural members. The purpose of this paper is to study the structural safety of precast hole-web concrete deep beams and propose feasible analysis methods based on finite element theory. By using virtual simulation calculation method through finite element analysis software, this paper will analyze the application of Strut & Tie modelling method in structural design of precast hole-web concrete deep beams. This paper will also discuss the application of Strut & Tie modelling method in structural safety analysis by using some precast hole-web concrete deep beam project cases and use Strut & Tie modelling method to calculate the internal force of precast hole-web concrete deep beam to solve practical engineering problems. Eventually, a feasible design method for precast hole-web concrete deep beams will be concluded.
作者
林琳
LIN Lin(Department of Civil Engineering and Architecture,Liming Vocational University,Quanzhou Fujian 362000,China)
出处
《佳木斯大学学报(自然科学版)》
CAS
2018年第5期689-692,共4页
Journal of Jiamusi University:Natural Science Edition
基金
福建省教育厅2017年福建省中青年教师教育科研项目(JAT171080)
关键词
开洞深弯梁
S&T模型法
有限元分析
安全性分析
hole-web deep beam
Strut & Tie modelling
finite element analysis
safety analysis