FURTHER CONSIDERATIONS FOR NONLINEAR FINITE-ELEMENT ANALYSIS

被引：2

作者：

CHOWDHURY, MR

RAY, JC

机构：

[1] Struct. Lab., U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, MS

来源：

JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1995年 / 121卷 / 09期

关键词：

Analytical results - Nonlinear finite element analysis - Reinforced concrete slab bridge;

D O I：

10.1061/(ASCE)0733-9445(1995)121:9(1377)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The results from a nonlinear finite-element analysis (NLFEA) of a reinforced concrete (RC) slab bridge are presented and discussed. The analytical results are compared with those obtained in 1993 by Huria Lee and Aktan and their differences are discussed. The analytical results are also compared in general to experimental results on a similar structure, as presented by Aktan, Zwick, Miller and Sharooz in 1992. The analyses predicted approximately the same ultimate failure load as that experienced by the bridge, but the failure mechanisms differed. All of the differences mentioned are used as the basis for additional recommendations to practicing engineers for conducting NLFEA of RC structures.

引用

页码：1377 / 1379

页数：3