Effect of Microstructure on Stress Corrosion Cracking Behaviour of High Nitrogen Stainless Steel Gas Tungsten Arc Welds

International Conference on Recent Advances in Materials, Mechanical and Civil Engineering

材料科学;机械制造;土木建筑工程

Mohammed, Raffi^1 ; Srinivasa Rao, K.^2 ; Madhusudhan Reddy, G.^3

Department of Metallurgical and Materials Engineering, NIT, Andhra Pradesh, India^1

Department of Metallurgical Engineering, Andhra University, Visakhapatnam, India^2

Defence Metallurgical Research Laboratory, Hyderabad, India^3

关键词: 3.5% nacl solutions;    Gas tungsten arc welding;    Gas tungsten arc welds;    High nitrogen stainless steel;    High nitrogen steels;    Interface regions;    Mechanical behaviour;    Pitting potential;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/330/1/012015/pdf
DOI  :  10.1088/1757-899X/330/1/012015

来源: IOP

【 摘 要 】

Present work is aimed to improve stress corrosion cracking resistance of high nitrogen steel and its welds. An attempt to weld high nitrogen steel of 5 mm thick plate using gas tungsten arc welding (GTAW) with three high strength age hardenable fillers i.e., 11-10 PH filler, PH 13- 8Mo and maraging grade of MDN 250 filler is made. Welds were characterized by optical microscopy and scanning electron microscopy. Vickers hardness testing of the welds was carried out to study the mechanical behaviour of welds. Potentio-dynamic polarization studies were done to determine pitting corrosion resistance in aerated 3.5% NaCl solution. Stress corrosion cracking (SCC) testing was carried out using constant load type machine with applied stress of 50% yield strength and in 45% MgCl2solution boiling at 155°C. The results of the present investigation established that improvement in resistance to stress corrosion cracking was observed for PH 13- 8Mo GTA welds when compared to 11-10 PH and MDN 250 GTA welds. However, All GTA welds failed in the weld interface region. This may be attributed to relatively lower pitting potential in weld interface which acts as active site and the initiation source of pitting.