Considerable Naval and industrial experience dating from the explosion bulge studies of Pellini and Hartbowerin the early 1950s has indicated the engineering utility of using weld metal having strength greaterthan the plates being joined (overmatching). This practice shields the weld region, which typically has lowertoughness than the plate and is often the site of defects, from the high strains that develop during an overload.This practical advantage, coupled with the ease of achieving overmatch in lower strength steel alloys(80 ksi yield strength or less) has led to codification of overmatching as a requirement in most structuraldesign codes and fabrication specifications. However, overmatching has certain economic and technical disadvantageswhich undermatched (weld metal strength less than plate strength) systems might alleviate. Examplesof undermatch benefits discussed in the literature include reduction of the preheat needed to avoidhydrogen cracking and increase of weld metal deposition rate relative to overmatched practice. Suchchanges could reduce the need to hold electrodes at an elevated temperature prior to use, extend the welder'sduty cycle, reduce the lack of fusion / lack of penetration defect rate, reduce restraint stresses, and increaseweld metal toughness. This information suggests that overmatched welds, while quite effective forlow strength steel construction, may not be as advantageous when fabricating structures from higherstrength grades. However, undermatched welds cannot be immediately adopted for use due to the muchgreater strains that would have to be borne by the weld metal. Undermatched welds will require greatertoughness to provide the same safety margin against fracture as overmatched construction. To quantify thetoughness / matching combinations which provide acceptable service performance, information regardinghow over and under matching influences the stresses and strains in a weld joint is needed. Additionally,procedures for quantifying the fracture toughness of candidate weld metals and their heat affected zoneswill be required. In support of the further development of such information and procedures, this report reviewsinvestigations concerning the deformation and fracture characteristics of Simple mechanical test specimenscontaining butt welds, focusing on how the relative strength of the weld deposit and the plate influencesthese characteristics.
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