[1]张雷顺,宋如玉,郭进军.钢筋混凝土迭合梁受拉钢筋应力控制计算[J].郑州大学学报(工学版),1997,18(03):28-32.
 Zhang Leishun,Song Ruyu,Guo Jin march.Calculation of reinforced concrete concrete beams under the control of steel bars stress control[J].Journal of Zhengzhou University (Engineering Science),1997,18(03):28-32.
点击复制

钢筋混凝土迭合梁受拉钢筋应力控制计算()
分享到:

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
18
期数:
1997年03期
页码:
28-32
栏目:
出版日期:
1997-07-30

文章信息/Info

Title:
Calculation of reinforced concrete concrete beams under the control of steel bars stress control
作者:
张雷顺宋如玉郭进军
郑州工业大学水环系,郑州市政工程管理处,郑州工业大学水环系
Author(s):
Zhang Leishun Song Ruyu Guo Jin march
Zhengzhou University of Technology, the Water Dialion Department, Zhengzhou Municipal Engineering Management Office, Zhengzhou University of Technology
关键词:
钢筋混凝土迭合梁受拉钢筋应力
Keywords:
Reinforced concrete overlap beam reciprocating steel bars stress
文献标志码:
A
摘要:
本文根据试验和有限元计算结果,建立了一种受拉钢筋应力控制计算公式.
Abstract:
Based on the results of the test and finite element calculation, this article establishes a formula for controlling the stress control of the steel.

相似文献/References:

[1]宋林涧,赵军.钢筋混凝土剪力墙在竖向荷载作用下的稳定性分析[J].郑州大学学报(工学版),2020,41(02):80.[doi:10.13705/j.issn.1671-6833.2020.03.007]
 Song Linjian,Zhao Jun.The Stability Analysis of Reinforced Concrete Shear Wall under Axial Compression[J].Journal of Zhengzhou University (Engineering Science),2020,41(03):80.[doi:10.13705/j.issn.1671-6833.2020.03.007]
[2]王家林,陈山林..钢筋混凝土平面问题的含梁组合单元模型[J].郑州大学学报(工学版),2005,26(02):72.[doi:10.3969/j.issn.1671-6833.2005.02.018]
 Wang Jialin,Chen Shanlin.Model of a beam-containing composite element for reinforced concrete plane problems[J].Journal of Zhengzhou University (Engineering Science),2005,26(03):72.[doi:10.3969/j.issn.1671-6833.2005.02.018]
[3]李平先,何世玲,郭进军,等.钢筋混凝土受弯构件受剪承载力统一计算[J].郑州大学学报(工学版),2002,23(01):21.[doi:10.3969/j.issn.1671-6833.2002.01.006]
 LI Pingxian,HE Shiling,Guo Jinjun,et al.The shear bearing capacity of reinforced concrete bending members is calculated uniformly[J].Journal of Zhengzhou University (Engineering Science),2002,23(03):21.[doi:10.3969/j.issn.1671-6833.2002.01.006]
[4]朱海堂,吉瑞林,张静..钢筋混凝土平面问题单元模型研究[J].郑州大学学报(工学版),2002,23(04):60.[doi:10.3969/j.issn.1671-6833.2002.04.017]
 ZHU Haiting,Ji Ruilin,Zhang Jing.Element model study of reinforced concrete plane problem[J].Journal of Zhengzhou University (Engineering Science),2002,23(03):60.[doi:10.3969/j.issn.1671-6833.2002.04.017]
[5]解灵霞,王长华,黄振国.钢筋混凝土防腐蚀方法综述[J].郑州大学学报(工学版),1997,18(01):93.
 Xie Lingxia,Wang Changhua,Huang Zhenguo.Relators of reinforced concrete anti -corrosion methods[J].Journal of Zhengzhou University (Engineering Science),1997,18(03):93.
[6]井卫星,丁自强.钢筋混凝土无腹筋对边简支构件剪压区混凝土的强度[J].郑州大学学报(工学版),1990,11(03):48.
 Jing Satellite,Ding Ziqiang,The strength of the concrete of the reinforced concrete without the abdominal tendon to the edge of the component part of the cutting area[J].Journal of Zhengzhou University (Engineering Science),1990,11(03):48.
[7]许琪楼.钢筋混凝土非线性有限元若干问题分析[J].郑州大学学报(工学版),1987,8(01):13.
 [J].Journal of Zhengzhou University (Engineering Science),1987,8(03):13.
[8]张雷顺,宋如玉.钢筋混凝土迭合梁短期刚度计算[J].郑州大学学报(工学版),1997,18(01):37.
 Zhang Leishun,Song Ruyu.Calculation of short -term stiffness of reinforced concrete beams of reinforced concrete[J].Journal of Zhengzhou University (Engineering Science),1997,18(03):37.

备注/Memo

备注/Memo:
作者
更新日期/Last Update: 1900-01-01