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首页> 外文期刊>Journal of Mechanical Science and Technology >Assessment of the sulfide corrosion fatigue strength for a multi-pass welded A106 Gr B steel pipe below the low SSCC limit
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Assessment of the sulfide corrosion fatigue strength for a multi-pass welded A106 Gr B steel pipe below the low SSCC limit

机译:低于SSCC下限的多道焊接A106 Gr B钢管的硫化物腐蚀疲劳强度评估

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摘要

In the area of heavy construction, welding processes are vital in the production and maintenance of pipelines and power plants. Welding processes happen to produce residual stresses and change the metal structure as a result of the large nonlinear thermal loading that is created by a moving heat source. The fusion welding process generates formidable welding residual stresses and metallurgical change, which increase the crack driving force and reduce the resistance to the brittle fracture as well as the environmental fracture. This is a serious problem with many alloys as well as the A106 Gr B steel pipe. This pipe that is used in petrochemical and heavy chemical plants either degrades due to corrosive environments, e.g., chlorides and sulfides, and/or become damaged during service due to the various corrosion damage mechanisms. Thus, in this study, after numerically and experimentally analyzing the welding residual stress of a multi-pass welded A106 Gr B steel pipe, the sulfide stress corrosion cracking (SSCC) characteristics were assessed in a 3.5 wt.% NaCl solution that was saturated with H2S gas at room temperature on the basis of NACE TM 0177-90. The specimens used are of two kinds: un-notched and notched. Then, the sulfide corrosion fatigue (SCF) strength for the un-notched specimen was assessed below the low SSCC limit that was previously obtained from the SSCC tests for the notched specimen. From the results, in terms of the SSCC and SCF, all the specimens failed at the heat-affected zone, where a high welding residual stress is distributed. It was found that the low SSCC limit of un-notched specimens (σSSCCun-notched) was 46% (230 MPa) of the ultimate tensile strength (σU=502 MPa) of a multi-pass welded A106 Gr B steel pipe, and the notched specimens (σSSCCnotched) had 40% (200 MPa) of the ultimate tensile strength. Thus, it was determined that σSSCCun-notched was 13% lower than σSSCCnotched. Further, the sulfide corrosion fatigue limit (σSCFun-notched) was 32% (160 MPa) of the ultimate tensile strength of welded specimens. This σSCF un-notched was 20% lower than σSSCCnotched.
机译:在重型建筑领域,焊接工艺对管道和发电厂的生产和维护至关重要。由于移动的热源产生的巨大非线性热负荷,焊接过程会产生残余应力并改变金属结构。熔焊过程会产生强大的焊接残余应力和冶金学变化,从而增加了裂纹驱动力并降低了对脆性断裂和环境断裂的抵抗力。对于许多合金以及A106 Gr B钢管来说,这是一个严重的问题。在石油化工厂和重化工厂中使用的这种管或者由于诸如氯化物和硫化物的腐蚀性环境而退化,和/或由于各种腐蚀破坏机理而在使用期间被破坏。因此,在本研究中,通过对多道次焊接的A106 Gr B钢管的焊接残余应力进行数值和实验分析之后,在3.5%(重量)的NaCl溶液中对硫化物应力腐蚀开裂(SSCC)特性进行了评估。根据NACE TM 0177-90在室温下使用H2 S气体。所用的标本有两种:无缺口的和有缺口的。然后,评估未缺口试样的硫化物腐蚀疲劳(SCF)强度,使其低于先前从缺口试样的SSCC测试获得的低SSCC极限。从结果来看,就SSCC和SCF而言,所有试样都在热影响区断裂,该区域分布着较高的焊接残余应力。结果发现,未焊缝试样(σSSCCunnotched)的低SSCC极限为多道次焊接极限抗拉强度(σU = 502 MPa)的46%(230 MPa)。 A106 Gr B钢管和带缺口的试样(σSSCCnotched)的极限抗拉强度为40%(200 MPa)。因此,确定σSSCCunched比σSSCCnotched低13%。此外,硫化物腐蚀疲劳极限(σSCFun-notched)为焊接试样极限抗拉强度的32%(160 MPa)。此σSCF未缺口比σSSCC缺口低20%。

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