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Welded Joint Design and Production

                    180   Chapter Three

                    the reattachment of nonstructural components, it is highly desirable
                    to investigative alternative methods of joining when cast iron is
                    involved. Bolted attachments are generally more easily made than
                    welded ones.
                      Although there are several types of cast iron, the following are gen-
                    eral guidelines to follow when welding cast iron. First, determine
                    what type of cast iron is to be welded (that is, gray, malleable, ductile,
                    or white). If the casting is white iron, which is generally considered
                    unweldable, then an alternative jointing or repairing procedure
                    should be investigated. However, if the casting is gray, malleable, or
                    ductile, an appropriate welding procedure can be developed.
                      Second, preheating is almost always required when welding cast
                    iron. Preheating can be achieved by heating large parts in a furnace
                    or by using a heating torch on smaller parts. In general, the mini-
                    mum preheat temperature will be around 500°F to sufficiently retard
                    the cooling rate.
                      Third, any welding processes can be utilized; however, the electrode
                    used should be a cast-iron electrode as specified in AWS A5.15.
                      Finally, after welding, the casting should be allowed to cool slowly
                    to help reduce the hardness in the heat-affected zone. If the casting is
                    a load-bearing member, caution must be taken to prohibit brittle frac-
                    ture. The welding procedures should be tested, and a welding expert
                    should be consulted.
                    Cast steels. Steel castings are often used for miscellaneous structural
                    components such as rockers on expansion joints, miscellaneous brack-
                    ets, and architectural elements. Welding cast steel is generally simi-
                    lar to welding of rolled steel of similar chemical composition.
                    However, steel castings are often made of significantly different
                    chemical compositions than would be utilized for rolled steel, particu-
                    larly structural steels expected to be joined by welding. For example,
                    a steel casting made of AISI 4140, a chromium-molybdenum steel
                    with 0.40% carbon, will have reduced weldability because of the alloy
                    content and the high carbon level. The producers of the steel castings
                    often utilize alloys with reduced weldability simply because it may be
                    easier to obtain the desired mechanical properties with the enriched
                    composition, and welding of these materials is often overlooked.
                      Steel castings with poor weldability should be joined by bolting
                    when possible, or alternative compositional requirements should be
                    pursued. For example, it may be possible to select material with lower
                    carbon and/or alloy levels for a specific application, increasing the
                    weldability. If the chemistry of the casting is similar to that of a rolled
                    steel, it will have similar weldability characteristics. However, the
                    casting will have associated flow pattern–dependent properties.





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