Rigid End-Plated Joints Made out of St and StE 460 Steels with Tapered Plates without Stiffeners.

被引:0
|
作者
Dangelmaier, P.
Pepin, R.
Schleich, J.B.
Valtinat, G.
机构
关键词
STRUCTURAL FRAMES - Structural Design;
D O I
暂无
中图分类号
学科分类号
摘要
The application of rigid frame joints with tapered plates at the edges and high-strength prestressed bolts avoiding any kind of stiffeners makes use of several well-known methods of construction to reduce the time required for the welding process. A total of 31 tests on frame joints of IPE profiles with the mechanical properties of St 37 and StE 460 steels were made. A simple method for calculating unstiffened frame joints is suggested and compared with test results.
引用
收藏
页码:16 / 24
相关论文
empty
未找到相关数据