# [1]王衡,陈廷国.基于数值计算的矩形孔蜂窝梁应力分布规律研究[J].郑州大学学报(工学版),2016,37(06):58-62.[doi:10.13705/j.issn.1671-6833.2016.03.029] 　Wang Heng,Chen Tingguo.Research on the Stress Distribution of Rectangular Hole Castellated Beams based on Numerical Calculation[J].Journal of Zhengzhou University (Engineering Science),2016,37(06):58-62.[doi:10.13705/j.issn.1671-6833.2016.03.029] 点击复制 基于数值计算的矩形孔蜂窝梁应力分布规律研究() 分享到： var jiathis_config = { data_track_clickback: true };

37卷

2016年06期

58-62

2016-11-30

## 文章信息/Info

Title:
Research on the Stress Distribution of Rectangular Hole Castellated Beams based on Numerical Calculation

Author(s):
Wang Heng; Chen Tingguo
School of Civil Engineering, Dalian University of Technology, Dalian, Liaoning, 116024

Keywords:
DOI:
10.13705/j.issn.1671-6833.2016.03.029

A

Abstract:
According to the elastic analysis of rectangular hole castellated beams by using the finite element software ANSYS, the stress distribution of castellated beams was studied, which mainly included normal stress and shearing stress distribution of pier cross section, normal stress distribution of pier longitudinal section and normal stress distribution of beam bridge. In addition, the factors affecting the normal stress and shearing stress distribution of the center of pier cross section were studied in detail, which contained span-depth ratio, width-depth ratio, length-depth ratio and space-depth ratio. The research could provide reference for engineer-ing design.

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