The report describes a series of experimental tests on tensile coupons cut from the butt welded brace-to-chord connections (T-joints) between rectangular hollow sections of equal width. The aims of the tests are to investigate whether there are any serious difficulties in producing satisfactory butt welds in the large root gaps resulting from the rounded corners of chord sections, and to establish the welding procedures that enable such connections to be pre-qualified. Rectangular hollow sections of various thicknesses and corner radii are used, resulting in root gaps ranging from 0.8 mm to 9.4 mm. Four different types of joint preparations involving the use of backing strips, fill bars, purging gas or no preparations at all are experimente...
This report describes tests on various types of knee joints for portal frames constructed from cold-...
Higher strength steels (HSS) hollow sections with steel grades from S460 up to and including S700 ar...
This report presents the laboratory test results on fillet and flare-bevel welded truss connections ...
The report describes laboratory tests of arc welded T-joints between equal width rectangular hollow ...
The paper describes laboratory tests of arc-welded T-joints between equal width rectangular hollow s...
An experimental and finite element (FE) research program was conducted to investigate the â fit-for...
An experimental and finite element (FE) research program was conducted to investigate the â fit-for...
Hollow Structural Section (HSS) members are known to possess many advantages over equivalent open se...
Hollow section members are widely used in industrial applications for the design of many machine and...
An experimental study has been carried out on slotted hollow structural section (HSS) connections wi...
This paper presents research examining the performance of different weld details between cast steel ...
This paper presents an effective and economical solution that significantly increases the bending du...
Effect of variation of the connection (butt joint) in low carbon steel resistance welding (shielded ...
The paper describes a test program on welded stainless steel X- and K-joints fabricated from square ...
A welded connection consists of three main material zones, the base material (BM), the heat-affect z...
This report describes tests on various types of knee joints for portal frames constructed from cold-...
Higher strength steels (HSS) hollow sections with steel grades from S460 up to and including S700 ar...
This report presents the laboratory test results on fillet and flare-bevel welded truss connections ...
The report describes laboratory tests of arc welded T-joints between equal width rectangular hollow ...
The paper describes laboratory tests of arc-welded T-joints between equal width rectangular hollow s...
An experimental and finite element (FE) research program was conducted to investigate the â fit-for...
An experimental and finite element (FE) research program was conducted to investigate the â fit-for...
Hollow Structural Section (HSS) members are known to possess many advantages over equivalent open se...
Hollow section members are widely used in industrial applications for the design of many machine and...
An experimental study has been carried out on slotted hollow structural section (HSS) connections wi...
This paper presents research examining the performance of different weld details between cast steel ...
This paper presents an effective and economical solution that significantly increases the bending du...
Effect of variation of the connection (butt joint) in low carbon steel resistance welding (shielded ...
The paper describes a test program on welded stainless steel X- and K-joints fabricated from square ...
A welded connection consists of three main material zones, the base material (BM), the heat-affect z...
This report describes tests on various types of knee joints for portal frames constructed from cold-...
Higher strength steels (HSS) hollow sections with steel grades from S460 up to and including S700 ar...
This report presents the laboratory test results on fillet and flare-bevel welded truss connections ...