Using J-integral analysis to predict the failure of HDPE pipes under crack face load and internal pressure

被引:2
|
作者
Gaidi, Laouni [1 ]
Ouldyerou, Abdelhak [2 ]
Aminallah, Laid [2 ]
Merdji, Ali [2 ]
Roy, Sandipan [3 ,4 ]
Houari, Mohammed Sid Ahmed [1 ]
机构
[1] Univ Mustapha Stambouli Mascara, Fac Sci & Technol, Lab Study Struct & Mech Mat, Mascara, Algeria
[2] Univ Mustapha Stambouli Mascara, Fac Sci & Technol, Dept Mech Engn, Mascara, Algeria
[3] SRM Inst Sci & Technol, Dept Mech Engn, Kattankulathur, Tamil Nadu, India
[4] SRM Inst Sci & Technol, Dept Mech Engn, RPT LAB, MEA 101, Kattankulathur 603203, Tamil Nadu, India
关键词
Crack; pipe; HDPE; J-integral; pressure; DENSITY POLYETHYLENE PIPE; FINITE-ELEMENT-ANALYSIS; SYSTEMS;
D O I
10.1177/09544062231221874
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Cracks in pipes used for water transfer have been identified as a significant contributor to water loss and potential failures. To assess fracture behavior, the J-integral was computed for 3D finite element HDPE pipes (DN 355) with axial internal and external cracks (with a/c and a/t ratios of 0.5) subjected to a range of internal pressure (16-30 bar) and crack face load condition. Four ratios of a/c ranging from 0.3 to 0.9 (with an increment of 0.2) were examined with the internal crack. Results indicate that under face crack loading, the external axial crack exhibits a higher J-integral intensity than the internal axial crack. J-integral values greater than 8.4 kJ/m(2) were found to lead to pipe failure, with higher internal pressures (25-30 bar for external crack, and 30 bar for internal pressure). Moreover, the a/c ratio plays a significant role in influencing the distribution of J-integral along internal crack arc length. For pipes of DN 355 size with axial cracks, internal pressure exceeding 20 bar is not recommended. These findings underscore the importance of considering J-integral values in pipe design to prevent failure.
引用
收藏
页码:5937 / 5944
页数:8
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