Shear connector(it is also named shear stud) are typically used in composite steel construction to tie the concrete to steel members and resist shear forces between the concrete slab and steel members. Plenty of steel construction(such as steel building, steel beam, steel bridges, etc.) uses shear connector widely. Butler shear connectors meet the following standards:
• ISO 13918: 2008: 2008 Welding - Studs for arc stud welding, type SD1
• GB/T 10433: 2002 Cheese Head Studs for Arc Stud Welding
• ISO 13918: 2008: 2008 Welding - Studs for arc stud welding, type SD1
• GB/T 10433: 2002 Cheese Head Studs for Arc Stud Welding
• JIS B 1198-1995 Headed Studs
• AWS D1.5: 2002 Bridge Welding Code, type B
• AS/NZS 1552.2: 2003 Australian/New Zealand Standard - Structural Stud Welding
• BS 5400: 2005 Steel, Concrete, and Composite Bridges
• AWS D1.1: 2015 Structural Welding Code-Steel, type B
• AWS D1.5: 2002 Bridge Welding Code, type B
• AS/NZS 1552.2: 2003 Australian/New Zealand Standard - Structural Stud Welding
• BS 5400: 2005 Steel, Concrete, and Composite Bridges
• AWS D1.1: 2015 Structural Welding Code-Steel, type B
Product | Shear Connector |
Brand | Butler |
Material | Low Carbon Steel - SWRCH15A,ML15AL,ML15 |
Nominal Diameter (mm) | 10, 13, 16, 19, 22, 25 |
Length Before Weld (mm) | 50 - 255 |
Surface Treatment | Plain |
Yield Strength (0.2% offset) (MPa) | 240 |
Tensile Strength (MPa) | 400~550 |
Elongation (A5) % | ≥14 |
Origin | China |
Chemical Component of Raw Material (%) | ||||||
Material | C | Si | Mn | P | S | Al |
SWRCH15A | 0.13-0.18 | ≤0.10 | 0.30-0.60 | ≤0.035 | ≤0.035 | ≥0.020 |
SWRCH18A | 0.15-0.20 | ≤0.10 | 0.60-0.90 | ≤0.030 | ≤0.035 | ≥0.020 |
Mechanical Properties of Shear Stud Connector | |||
Standard | Tensile strength | Yield strength | Elongation |
BS EN ISO13918:2008 | ≥450MPa | ≥350MPa | ≥15% |
USA ANSI/AWS D1.1 | ≥450MPa | ≥350MPa | ≥15% |
CHINA GB/T10433 | ≥400 | ≥320 | ≥14 |
