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welding, weld, column, rebar, reinforcement, lap, aplice, detailing, Welding of Column Reinforcement, Wire Mesh Welding Machine, Çelik Hasır Punta Kaynak, Maquina Malladora Electro Soldada, the Welding Thin Steel Tubing, The right and wrong way to tack weld, Welding a wrought iron.

High compression loads are well sustained by concrete elements, while tensile loads are poorly tolerated. Therefore reinforcing steel bars of various standard sizes and lengths are used for the design of Reinforced Concrete Structures. Due to length limitations of the reinforcing bars, and in order to maintain continuity of the reinforcement, splicing is used so that the desired continuity is accomplished. Lap welded splices of reinforcing steel bars suffer from eccentricity problems and probable failures of the surrounding concrete due to the kinematic behaviour of the end connections. The constantly changing anti-earthquake regulations and seismic design criteria have critically affected the adequacy and reliability of the design and use of such splices. A numerical simulation is undertaken in this paper in order to examine the reliability and behaviour of lap welded steel splices, for loads up to the yield point region of the reinforcing steel.

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