[1]许琪楼,龚绍熙,吕凌风,等.劲性钢筋砼简支梁正截面受弯承载力的研究[J].郑州大学学报(工学版),1991,12(02):29-36.
　Xu Qilou,Gong Shaoxi,Lu Lingfeng,et al.Research on the bending capacity of strong reinforced steel concrete beams and beams[J].Journal of Zhengzhou University (Engineering Science),1991,12(02):29-36.
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劲性钢筋砼简支梁正截面受弯承载力的研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
12
期数:
1991年02期
页码:
29-36
栏目:
出版日期:
1991-06-28

文章信息/Info

Title:
Research on the bending capacity of strong reinforced steel concrete beams and beams
作者:
许琪楼;龚绍熙;吕凌风;
郑州工学院土建系,郑州工学院土建系,郑州工学院土建系,
Author(s):
Xu Qilou; Gong Shaoxi; Lu Lingfeng;
The Department of Civil Construction of Zhengzhou Institute of Technology, the Department of Civil Construction of Zhengzhou Institute of Technology, the Department of Civil Construction of Zhengzhou Institute of Technology,
关键词:
劲性梁; 钢筋砼; 应力分析
Keywords:
Gentle beam;  steel concrete;  stress analysis
文献标志码:
A
摘要:
本文通过劲性钢筋砼T形截面筒支染试验结果分析,提出其工截面受弯承载力的分析方法及理论计算式。与试验结果符合较好。
Abstract:
This article analyzes the results and theoretical computing formulas of the bending capacity of the cross -section through the trial results of the T -shaped cross -section tube dyeing test of the tangent reinforced concrete concrete. It is better to match the test results.

相似文献/References:

[1]管品武,孟会英,李丽..钢筋与砼间粘结锚固性能及粘结作用机理[J].郑州大学学报(工学版),2001,22(03):65.[doi:10.3969/j.issn.1671-6833.2001.03.020]
　Guan Pinwu,MENG Huiying,Li Li.Bonding and anchoring performance and bonding mechanism between steel bar and concrete[J].Journal of Zhengzhou University (Engineering Science),2001,22(02):65.[doi:10.3969/j.issn.1671-6833.2001.03.020]

更新日期/Last Update: 1900-01-01