Progress in Low Transformation Temperature (LTT) Filler Wires: Review

Excessive tensile residual stresses and distortion may develop in welding of steels depending on the phase transformation temperature as it plays an important role on their formation during welding. The development of distortion in the welded steel structures lead to timeenergy consuming and environmentally detrimental correction operations whereas the presence of tensile residual stresses may intolerably dagrade the fatigue properties of the welded components. The amount of distortion developed in steel welds may be reduced and compressive residual stresses can be induced without any preheating or postweld treatment by lowering the transformation temperature with the use of proper filler wire, i.e. so-called low-transformation-temperature (LTT) welding wire. Thus, the welded structures with compressive residual stresses display better properties such as fatigue life, stress corrosion cracking (SCC), resistance to cold-cracking, and service life properties. However, the fracture toughness may be reduced slightly. The residual stresses and distortion developed in high stregth steel welded structures play an important role on the reliability and cost efficiency of these joints. In this study, the state-of-art of the low transformation temperature filler wires, which is recently developed by tailoring its chemical composition to lower the MS temperature, and their effects on the residual stress formation, fatigue life, and cold-cracking are discussed in detail.

[1]  S. Kundu Transformation strain and crystallographic texture in steels , 2007 .

[2]  D. Carrouge Phase transformations in welded supermartensitic stainless steels , 2002 .

[3]  J. S. Porowski,et al.  Use of the mechanical stress improvement process to mitigate stress corrosion cracking in BWR piping systems , 1990 .

[4]  Lixing Huo Yufeng Zhang Dongpo Wang Hongyang Jing Wenxian Wang New Developed Welding Electrode for Improving the Fatigue Strength of Welded Joints , 2009 .

[5]  A. Kromm,et al.  Characterizing PHASE TRANSFORMATIONS of different LTT alloys and their effect on RESIDUAL STRESSES and COLD CRACKING , 2011 .

[6]  J. Lippold,et al.  IIW-IX-2114-04 Methodology for In-situ Investigation of Phase Transformations in Welded Joints , 2004 .

[7]  A. Kromm,et al.  Determination of Residual Stresses in Low Transformation Temperature (LTT -) Weld Metals using X-ray and High Energy Synchrotron Radiation , 2009 .

[8]  B. Kang,et al.  Effect of Microstructural Variation on Weld Metal Cold Cracking of HSLA-100 Steel , 2003 .

[9]  H. Bhadeshia,et al.  Characterizing Phase Transformations and Their Effects on Ferritic Weld Residual Stresses with X-Rays and Neutrons , 2008 .

[10]  Zuheir Barsoum,et al.  Spectrum fatigue of high strength steel joints welded with low temperature transformation consumables , 2009 .

[11]  Naoyuki Suzuki,et al.  Fatigue strength improvement of lap joints of thin steel plate using low-transformation-temperature welding wire , 2003 .

[12]  K. Nikbin,et al.  Effect of Phase Transformation onset Temperature on Residual Stress in Welded Thin Steel Plates , 2008 .

[13]  A. Ohta,et al.  Superior fatigue crack growth properties in newly developed weld metal , 1999 .

[14]  S. J. Garwood,et al.  Influence of Postweld Heat Treatment on the Variation of Residual Stresses in 50 mm Thick Welded Ferritic Steel Plates , 1992 .

[15]  K. Hiraoka,et al.  Development of new low transformation temperature welding consumable to prevent cold cracking in high strength steel welds , 2007 .

[16]  H. Bhadeshia Possible Effects of Stress on Steel Weld Microstructures , 1995 .

[17]  Hiroshi Suzuki,et al.  Effect of Ms Temperature on Residual Stress in Welded Joints of High-Strength Steels , 2010 .

[18]  H. Bhadeshia,et al.  Transformation Temperatures and Welding Residual Stresses in Ferritic Steels , 2007 .

[19]  L. Karlsson,et al.  Fatigue properties of longitudinal attachments welded using low transformation temperature filler , 2003 .