The Influence of Welding Parameters on Brittle Fracture of Liquefied Natural Gas Storage Tank Welded Joint

Many applications operate at sufficiently low temperature conditions where most structural steels become very brittle and, therefore, unsuitable for use in safety-critical structures. So the materials used in the vessels or storage tanks which keep the natural gas at liquefaction temperatures need to remain ductile and crack resistant with a high level of safety. The material also needs to have high strength in order to reduce the wall thickness of the container and it must permit welding without any risk of brittle fracture. 9% Ni steel plates are one of most common used materials in the LNG storage tank application. However, the welding procedure for 9% Ni steel plates requires high level of skills of welding that is strictly controlled welding parameter for balancing avoidance of cold and hot cracking and maintenance of high strength. Mechanical properties are important characteristics of the weldment that must confirm to the application feasibility as well as functional requirements of the welded joint. The only way to enhanced the mechanical properties of welded joint by controlling the parameters of using welding process. From the main variables of the arc welding process are the heat input and interpass temperature where the two variables control the thermal cycle of welding process. The experiment show that for thin test specimen with thickness ≤ 14 mm, the heat input range from 1.4 to 2 KJ/mm and controlling interpass temperature within 80°C give high tensile strength with improving the toughness properties of welded joint and reduce the probability of brittle fracture happened by increase the ductility and reduce the yield strength and increased the transition temperature.

[1]  M. Lord INTERPASS TEMPERATURE AND THE WELDING OF STRONG STEELS , 1998 .

[2]  N. Bailey Weldability of Ferritic Steels , 1994 .

[3]  Yang Wei-we,et al.  A Review on , 2008 .

[4]  J. Stumpfe,et al.  PRODUCTION AND PROPERTIES OF HIGH-STRENGTH NICKEL-ALLOY STEEL PLATES FOR LOW TEMPERATURE APPLICATIONS , 2005 .

[5]  Woo-sik Kim,et al.  Variations in DBTT and CTOD within weld heat-affected zone of API X65 pipeline steel , 2012 .

[6]  Toshio Matsuoka,et al.  Technology and products of JFE Steel's three plate mills , 2005 .

[7]  B. Fultz,et al.  Mechanical stability of retained austenite in tempered 9Ni steel , 1978 .

[8]  J. F. Lancaster,et al.  Metallurgy of Welding , 1980 .

[9]  K. Horikawa,et al.  Welding Heat Input Limit of Rolled Steels for Building Structures Based on Simulated HAZ Tests(Mechanics, Strength & Structure Design) , 2001 .

[10]  D. Kwon,et al.  Effects of microstructural change on fracture characteristics in coarse-grained heat-affected zones of QLT-processed 9% Ni steel , 2003 .

[11]  G. Evans,et al.  Metallurgy of Basic Weld Metal , 1997 .

[12]  John Lancaster,et al.  Handbook of structural welding , 1993 .

[13]  S. Ohkita Control of strength and toughness in weld metals , 2003 .

[14]  T. Kubo,et al.  PROPERTIES OF HIGH TOUGHNESS 9% NI HEAVY SECTION STEEL PLATE AND ITS APPLICABILITY TO 200 000 K LNG STORAGE TANKS , 1999 .

[15]  Zhiliang Zhang,et al.  On the interrelationship between fracture toughness and material mismatch for cracks located at the fusion line of weldments , 1999 .

[16]  J. Prakash,et al.  A REVIEW ON EFFECT OF ARC WELDING PARAMETERS ON MECHANICAL BEHAVIOUR OF FERROUS METALS / ALLOYS 1 , 2010 .