Limit Analysis of Defect-free Pipe Elbow under Internal Pressure with MY Criterion
被引:1
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作者:
Zhang, Shunhu
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机构:
Northeastern Univ, State Key Lab Rolling & Automat, Shenyang 110819, Liaoning, Peoples R ChinaNortheastern Univ, State Key Lab Rolling & Automat, Shenyang 110819, Liaoning, Peoples R China
Zhang, Shunhu
[1
]
Zhao, Dewen
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机构:
Northeastern Univ, State Key Lab Rolling & Automat, Shenyang 110819, Liaoning, Peoples R ChinaNortheastern Univ, State Key Lab Rolling & Automat, Shenyang 110819, Liaoning, Peoples R China
Zhao, Dewen
[1
]
Gao, Cairu
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机构:
Northeastern Univ, State Key Lab Rolling & Automat, Shenyang 110819, Liaoning, Peoples R ChinaNortheastern Univ, State Key Lab Rolling & Automat, Shenyang 110819, Liaoning, Peoples R China
Gao, Cairu
[1
]
机构:
[1] Northeastern Univ, State Key Lab Rolling & Automat, Shenyang 110819, Liaoning, Peoples R China
limit analysis;
pipe elbow;
internal pressure;
strain hardening exponent;
MY criterion;
MEAN YIELD CRITERION;
D O I:
10.4028/www.scientific.net/AMM.127.79
中图分类号:
T [工业技术];
学科分类号:
08 ;
摘要:
With MY (mean yield) criterion, the limit load of defect-free pipe elbow under inner pressure is analyzed, and an analytical solution is first obtained. The solution shows that the limit load is a function of wall thickness t, average radius r, yield strength as well as curvature radius R-0. The limit load increases with the increase of the curvature radius R-0 and will get the same value with the burst pressure of straight pipe if R-0 --> infinity. The limit load calculated by the solution is compared with those based on Tresca, Mises, as well as TSS yield criteria. It is also concluded that Tresca criterion predicts a lower bound to the limit load, while TSS criterion predicts an upper bound one. However, the limit load based on the MY criterion lies just between the TSS and Tresca solutions, most notably, the MY criterion almost has the same prediction precision with Mises solution.
机构:
Zhengzhou Univ, Sch Water Conservancy Engn, Zhengzhou 450001, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy Engn, Zhengzhou 450001, Peoples R China
Sun, Mingming
Chen, Yanfei
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机构:
China Univ Petr, Natl Engn Lab Pipeline Safety, Beijing Key Lab Urban Oil & Gas Distribut Technol, Beijing 102246, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy Engn, Zhengzhou 450001, Peoples R China
Chen, Yanfei
Zhao, Haisheng
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机构:
Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy Engn, Zhengzhou 450001, Peoples R China
Zhao, Haisheng
Li, Xin
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h-index: 0
机构:
Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Peoples R ChinaZhengzhou Univ, Sch Water Conservancy Engn, Zhengzhou 450001, Peoples R China
机构:
State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China
Shaanxi Key Lab Environm & Control Flight Vehicle, Xian 710049, Peoples R China
Xi An Jiao Tong Univ, Sch Aerosp Engn, Xian 710049, Peoples R ChinaState Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China
Liang, Jiayu
Li, Yueming
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机构:
State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China
Shaanxi Key Lab Environm & Control Flight Vehicle, Xian 710049, Peoples R China
Xi An Jiao Tong Univ, Sch Aerosp Engn, Xian 710049, Peoples R ChinaState Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China