摘要
本文以无粘结部分预应力砼梁为分析对象，建立材料分析模式，用非线性有限元分析方法，编制分析程序，计算结果与试验值吻合良好．通过对梁的抗弯、抗剪性能的影响因素的分析比较，提出相应实用计算公式．
In this paper,a nonlinear finite element methane developed to analyze and study the behaviors ofUnbonded Prestressed Concrete (U P.C)beam.The author adopts various material analysis models, makes a program by means of finite elementmethod to analyze U P.C test beams.The results of finite element analysis well agree with those oftest beams.By analyzing some factors which are considered to influence ultimate flexural strength andshear strength of U P.C beam,puts forward a practical calculation formula.
出处
《重庆交通学院学报》
1996年第4期26-32,共7页
Journal of Chongqing Jiaotong University
关键词
无粘结
非线性有限元
抗弯
抗剪
预应力混凝土桥
s:unbonded partially prestressed, nonlinear finite element,flexural strength.shear strength
