Research on Mechanical Properties of Steel Girth Welds of X80 Pipeline in Service

被引:0
|
作者
Zhang, Hao [1 ]
Ma, Maolin [2 ]
Xu, Weijin [3 ]
Guo, Zhibo [4 ]
机构
[1] CNPC Tubular Goods Res Inst, Dept Pipeline, 89 Jinye Second Rd, Xian, Shaanxi, Peoples R China
[2] Natl Petr & Nat Gas Pipeline Network Grp, Gansu Branch, Dept Prod & Operat, Asia Europe Int Bldg,149 Qingyang Rd, Lanzhou, Gansu, Peoples R China
[3] CCDC Safety Environm Qual Supervis & Testing Res, Special Equipment Inspect Inst, 11,3rd Sect Shaoxing Rd, Deyang, Sichuan, Peoples R China
[4] China Natl Petr Corp, Changqing Xinglongyuan Community, Changqing Oilfield Branch, Dept Yihuang Nat Gas Project, Xian, Shaanxi, Peoples R China
关键词
Oil and Gas Pipeline; X80 Pipeline Steel; Girth Weld; Mechanical Properties; Prefabricated Crack;
D O I
10.1109/ICMA61710.2024.10633064
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
In order to reduce the failure of circumferential welds of oil pipelines and improve the safety of oil and gas pipelines in China, a series of mechanical properties of circumferential welds of in-service Sino-Myanmar natural gas pipelines were studied, and the tensile bearing test of circumferential welds with cracks was carried out through prefabricated cracks. The results show that the tensile strength, bending resistance and hardness of the girth weld meet the standard requirements. But the impact test results of girth weld center and heat affected zone show that the toughness is poor. In addition, with the increase of defect height, the bearing capacity of the girth welds with defects without fatigue precracking shows a linear decline trend, while the bearing capacity of the girth welds with fatigue precracking shows an accelerated decline trend. With the increase of the simulated crack depth, the failure stress of the small sample with defective girth weld showed a decreasing trend. The tensile strength of the samples without defects is basically higher than the failure stress of the samples with defects. But the impact test results of girth weld center and heat affected zone show that the toughness is poor. In addition, with the increase of defect height, the bearing capacity of the girth welds with defects without fatigue precracking shows a linear decline trend, while the bearing capacity of the girth welds with fatigue precracking shows an accelerated decline trend. With the increase of the simulated crack depth, the failure stress of the small sample with defective girth weld showed a decreasing trend. The tensile strength of the samples without defects is basically higher than the failure stress of the samples with defects.
引用
收藏
页码:251 / 256
页数:6
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