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首页> 外文期刊>Welding in the World: Journal of the International Institute of Welding: Journal of the International Institute of Welding >Low temperature fracture toughness of thick duplex and superduplex stainless steel weldments
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Low temperature fracture toughness of thick duplex and superduplex stainless steel weldments

机译:厚双相和超双相不锈钢焊件的低温断裂韧性

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Low temperature fracture toughness behaviour of 40 mm duplex stainless steel (UNS S31803 -- DIN Werskstoff No.1. 4462) and of 35 mm thick superduplex stainless steel (UNS S32760 -- ZERON 100) weldments has been investigated. Welds were made usingSMA and submerged arc welding. The lowest notch impact test results of duplex and superduplex stainless steels weldments have been found at mid-thickness in the weld metal and at the fusion line for both shielded metal arc weldments. The shielded metalarc weld in the duplex stainless steel was clearly demonstrated to possess the lowest CTOD fracture toughness. All other weldments have provided minimum CTOD values beyond generally applied requirements. Thorough calculations of acceptable defect sizesbased on a Engineering Critical Assessment method have shown that well detectable surface breaking defects could be tolerated for all investigated weldments for service temperatures down to - 40℃. Performing wide plate tensile tests has proven that therisk for premature brittle fracture is extremely low and in all cases plastic straining was obtained prior to failure. Because of the overconservatism inherent in existing Engineering Critical Assessment, demonstrated by available wide plate test data, anew proposal for toughness requirements has been formulated which was suitable for most practical applications and for subzero temperatures based on experimental data.
机译:研究了40 mm双相不锈钢(UNS S31803-DIN Werskstoff No. 4462)和35 mm厚超双相不锈钢(UNS S32760-ZERON 100)焊件的低温断裂韧性行为。使用SMA和埋弧焊进行焊接。对于两种屏蔽金属电弧焊件,在双金属和超双相不锈钢焊件的中部厚度和熔合线处发现了最低的缺口冲击试验结果。清楚地表明,双相不锈钢中的保护性电弧焊具有最低的CTOD断裂韧性。所有其他焊件均提供了超出一般应用要求的最小CTOD值。根据工程关键评估方法对可接受的缺陷尺寸进行了彻底的计算,结果表明,对于所有工作温度低于-40℃的焊件,都可以容忍可检测到的表面断裂缺陷。进行宽板拉伸试验已证明,过早脆性断裂的风险极低,并且在所有情况下,在破坏之前都获得了塑性应变。由于现有的工程关键评估固有的过度保守性(可用宽板试验数据证明),因此提出了一项新的韧性要求提案,该提议适用于大多数实际应用以及基于实验数据的零度以下温度。

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