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- W610910413 abstract "Tensile tests on lap splice fillet welded joints in 410C grade reinforcing steels have shown that matching strength to full bar strength is achieved at a total fillet weld length of 5D where D is the nominal bar diameter for weld metal deposited by E4111 cellulose coated electrodes. Other classes of electrode such as E4112 rutile and higher strength weld metal such as E4818 provide matching strength at a smaller lap size but this is not of any practical advantage. It is proposed that a weld lap length of 5D be adopted as a general rule in the specification of weld sizes. Comparison of these experimental results with the design approach provided in the 1983 draft unified concrete structures code DE83046 indicates that the proposed design rules lead to a strength factor of approximately two for lap splice fillet welds. Design details for lap splice fillet welds in the 1983 SAA Structural Steel Welding Code AS 1554, Part 3, Welding of Reinforcing Steel, which provide that the weld throat thickness be given by 0.25D, have been confirmed in the present work. It is considered that the results would also apply to the new 410Y grade reinforcing steel. (Author/TRRL)" @default.
- W610910413 created "2016-06-24" @default.
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- W610910413 date "1983-12-01" @default.
- W610910413 modified "2023-09-24" @default.
- W610910413 title "THE DESIGN STRENGTH OF LAP SPLICE FILLET WELDS IN REINFORCING STEEL - AWRA CONTRACT 64, AWRA DOCUMENT P4-23-83" @default.
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