[1]唐先习,徐岳..混凝土T梁横隔板合理截面尺寸数值分析[J].郑州大学学报(工学版),2010,31(01):39.[doi:10.3969/j.issn.1671-6833.2010.01.009]
 Tang Xianxi,Xu Yue.Numerical analysis of reasonable cross-sectional dimensions of concrete T-beam diaphragm[J].Journal of Zhengzhou University (Engineering Science),2010,31(01):39.[doi:10.3969/j.issn.1671-6833.2010.01.009]
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混凝土T梁横隔板合理截面尺寸数值分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
31卷
期数:
2010年01期
页码:
39
栏目:
出版日期:
2010-01-30

文章信息/Info

Title:
Numerical analysis of reasonable cross-sectional dimensions of concrete T-beam diaphragm
作者:
唐先习徐岳.
长安大学公路学院,陕西,西安,710064;兰州理工大学土木工程学院,甘肃,兰州,730050
Author(s):
Tang Xianxi; Xu Yue
DOI:
10.3969/j.issn.1671-6833.2010.01.009
文献标志码:
A
摘要:
为研究混凝土T梁桥横隔板合理的厚度和高度,建立了56组混凝土简支T梁ANSYS有限元数值模型,对每组模型进行了施加中载和边载的受力性能分析.分析结果表明,当横隔板高度在肋板高度的54%~81%之间,且横隔板厚度不超过20 cm时,主梁跨中挠度、主梁跨中钢筋最大纵向拉应力以及中横隔板跨中板底钢筋横向拉应力均达到了较为适宜的值.因此,横隔板高度的合理值应在肋板高度的54%~81%之间,厚度合理值应在12 cm~20 cm之间,在以上范围内,具体取值应根据工程实际情况而定.
Abstract:
In order to study the reasonable thickness and height of the concrete T-beam bridge diaphragm, a 56-group concrete simple-support T beam ANSYS finite element numerical model was established, and the force performance of each group of models was analyzed with medium load and side load. The analysis results show that when the height of the diaphragm is between 54%~81% of the rib plate height, and the thickness of the diaphragm does not exceed 20 cm, the middle span deflection of the main beam, the maximum longitudinal tensile stress of the steel bar in the main beam span and the transverse tensile stress of the steel bar at the bottom of the middle plate span of the middle diaphragm have reached more suitable values. Therefore, the reasonable value of the height of the diaphragm should be between 54%~81% of the height of the rib plate, and the reasonable value of the thickness should be between 12 cm~20 cm.

更新日期/Last Update: 1900-01-01