[1]吕国斌,聂建国.斜对接焊缝连接的强度计算与设计[J].郑州大学学报(工学版),1993,14(03):45-48.
 Lu Guobin,Nie Jianguo,Calculation and design of the intensity of oblique -connected weld connection[J].Journal of Zhengzhou University (Engineering Science),1993,14(03):45-48.
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斜对接焊缝连接的强度计算与设计()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
14卷
期数:
1993年03期
页码:
45-48
栏目:
出版日期:
1993-09-28

文章信息/Info

Title:
Calculation and design of the intensity of oblique -connected weld connection
作者:
吕国斌;聂建国;
郑州工学院土建系,郑州工学院土建系,
Author(s):
Lu Guobin; Nie Jianguo;
The Department of Civil Construction of Zhengzhou Institute of Technology, Department of Civil Construction of Zhengzhou Institute of Technology,
关键词:
本文对现行《钢结构设计规范》中的第7.1.1条注的来源进行了说明并讨论了三级质量的斜对接焊缝的强度计算问题指出现行规范关于不需进行强度验算的斜时接焊缝的倾角值是偏于安全的。
Keywords:
Steel structure docking welding joint connection
文献标志码:
A
摘要:
钢结构;;对接焊缝连接
Abstract:
This article explains the source of Article 7.1.1 in the current "Specification of Steel Structure", and discusses the intensity calculation of obliquely connected welds with three levels of quality, pointing out that the inclination value of the welding seams when the current specification does not need to be calculated without intensive calculation is safe.
更新日期/Last Update: 1900-01-01