L. Nyrkova, Anatolii Rybakov, L. Goncharenko, S. Osadchuk, Yulia Kharchenko
{"title":"Analysis of the causes of fracture of the main gas pipeline","authors":"L. Nyrkova, Anatolii Rybakov, L. Goncharenko, S. Osadchuk, Yulia Kharchenko","doi":"10.5937/zasmat2302177n","DOIUrl":null,"url":null,"abstract":"A complex of research has been conducted to establish the causes of the accident of the main gas pipeline made of 1420x15.7 mm X70 steel after 20 years of operation. It is found that pipe destruction was initiated by the longitudinal crack with a length of 470 mm and a maximum depth of 6.8 mm, oriented in the direction of the pipe and perpendicular to the outer surface of the pipe identified as stress-corrosion cracking. The crack initiation is due to the disboundment of the tape protection coating, the high corrosion activity of the soil, and the complex stress-strain state caused by deviations from the design objectives during construction. The chemical composition the base metal of all investigated pipes corresponds to the requirements of the technical conditions for steel pipes in category X70; pipes welding are performed with the typical materials used in pipe welding plants. Despite the differences, the structural and mechanical characteristics (yield strength, ultimate strength, and impact strength) of the steel and weld metal of the studied pipes are identical. The relative elongation (d5) of the operated pipes is below the normalized values, but, it is necessary to take into account the possibility of deviations in these characteristics of steel in the initial state. Significant reserves of toughness indirectly indicate low damage of metal and, accordingly, satisfactory resistance to destruction of the metal of the studied pipes.","PeriodicalId":23842,"journal":{"name":"Zastita materijala","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Zastita materijala","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5937/zasmat2302177n","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
A complex of research has been conducted to establish the causes of the accident of the main gas pipeline made of 1420x15.7 mm X70 steel after 20 years of operation. It is found that pipe destruction was initiated by the longitudinal crack with a length of 470 mm and a maximum depth of 6.8 mm, oriented in the direction of the pipe and perpendicular to the outer surface of the pipe identified as stress-corrosion cracking. The crack initiation is due to the disboundment of the tape protection coating, the high corrosion activity of the soil, and the complex stress-strain state caused by deviations from the design objectives during construction. The chemical composition the base metal of all investigated pipes corresponds to the requirements of the technical conditions for steel pipes in category X70; pipes welding are performed with the typical materials used in pipe welding plants. Despite the differences, the structural and mechanical characteristics (yield strength, ultimate strength, and impact strength) of the steel and weld metal of the studied pipes are identical. The relative elongation (d5) of the operated pipes is below the normalized values, but, it is necessary to take into account the possibility of deviations in these characteristics of steel in the initial state. Significant reserves of toughness indirectly indicate low damage of metal and, accordingly, satisfactory resistance to destruction of the metal of the studied pipes.
为查明运行20年的1420x15.7 mm X70钢主燃气管道发生事故的原因,进行了综合研究。结果表明,管道破坏是由纵向裂缝引起的,裂缝长度为470 mm,最大深度为6.8 mm,裂缝方向与管道方向一致,垂直于管道外表面,为应力腐蚀裂纹。裂缝的起裂是由于胶带保护涂层的脱落、土壤的高腐蚀活性以及施工过程中偏离设计目标导致的复杂应力-应变状态。所有被调查钢管的母材化学成分符合X70类钢管技术条件的要求;管道焊接是用管道焊接厂使用的典型材料进行的。尽管存在差异,但所研究的管道的钢和焊缝金属的结构和力学特性(屈服强度、极限强度和冲击强度)是相同的。运行管道的相对伸长率(d5)低于标准化值,但有必要考虑钢在初始状态下这些特性偏差的可能性。较大的韧性储备间接表明金属损伤低,因此所研究的管道具有令人满意的抗破坏能力。