Page 203 - Handbook of Structural Steel Connection Design and Details
P. 203

Welded Joint Design and Production

                    188   Chapter Three

                    colder base metal temperatures. Higher hardenability levels result
                    from higher carbon contents and/or alloy levels. For a given steel, the
                    most effective way to reduce the cooling rate is by raising the temper-
                    ature of the surrounding steel through preheat. This reduces the tem-
                    perature gradient, slowing cooling rates and limiting the formation of
                    sensitive microstructures. Effective preheat is the primary means by
                    which acceptable heat-affected zone properties are created, although
                    heat input also has a significant effect on cooling rates in this zone.
                      The residual stresses of welding can be reduced through thermal
                    stress relief, although for most structural applications, this is eco-
                    nomically impractical. For complex structural applications, temporary
                    shoring and other conditions must be considered as the steel will
                    have a greatly reduced strength capacity at stress-relieving temper-
                    atures. For practical applications, heat-affected zone cracking will
                    be controlled by effective low-hydrogen practice and appropriate
                    preheats.
                      When sufficient levels of hydrogen, residual stress, and material
                    sensitivity occur, hydrogen cracking will occur in the heat-affected
                    zone. For this cracking to occur, it is necessary for the hydrogen to
                    migrate into the heat-affected zone, an activity that takes time. For
                    this reason, the D1.1 code requires a delay of 48 h for the inspection
                    of welds made on A514 steel, known to be sensitive to hydrogen-
                    assisted heat-affected zone cracking.
                      With time, hydrogen diffuses from weld deposits. Sufficient diffu-
                    sion to avoid cracking normally takes place in a few weeks, although
                    it may take many months depending on the specific application. The
                    concentrations of hydrogen near the time of welding are always the
                    greatest, and if hydrogen-induced cracking is to occur, it will generally
                    occur within a few days of fabrication. However, it may take longer
                    for the cracks to grow to a sufficient size to be detected.
                      Although a function of many variables, general diffusion rates can
                    be approximated. At 450°F, hydrogen diffuses at the rate of approxi-
                    mately 1 in/h. At 220°F, hydrogen diffuses the same 1 in in approxi-
                    mately 48 h. At room temperature, typical diffusible hydrogen rates
                    are 1 in/2 weeks. If there is a question regarding the level of hydrogen
                    in a weldment, it is possible to apply a postweld heat treatment com-
                    monly called postheat. This generally involves the heating of the weld
                    to a temperature of 400 to 500°F, holding the steel at that tempera-
                    ture for approximately 1 h for each inch of thickness of material
                    involved. At that temperature, the hydrogen is likely to be redistrib-
                    uted through diffusion to preclude further risk of cracking. Some
                    materials, however, will require significantly longer than 1 h/in. This
                    operation is not necessary where hydrogen has been properly con-
                    trolled, and it is not as powerful as preheat in terms of its ability to




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