COMPARISON OF ELLIPSOIDAL AND EQUIVALENT TORISPHERICAL HEADS UNDER INTERNAL PRESSURE: BUCKLING, PLASTIC COLLAPSE AND DESIGN RULES

被引:0
|
作者
Zheng, Jinyang [1 ,2 ,3 ]
Li, Keming [1 ]
Yu, Yehong [1 ]
Zhang, Zekun [1 ]
Peng, Wenzhu [1 ]
Gu, Chaohua [1 ]
Xu, Ping [4 ]
机构
[1] Zhejiang Univ, Inst Proc Equipment, Hangzhou 310027, Zhejiang, Peoples R China
[2] State Key Lab Fluid Power & Mechatron Syst, Hangzhou 310027, Zhejiang, Peoples R China
[3] Minist Educ, Engn Res Ctr High Pressure Proc Equipment & Safet, Hangzhou 310027, Zhejiang, Peoples R China
[4] Zhejiang Univ, Inst Appl Mech, Hangzhou 310027, Zhejiang, Peoples R China
来源
PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE, 2019, VOL 1 | 2019年
关键词
ellipsoidal head; torispherical head; geometric equivalency; buckling; plastic collapse; design rule;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Ellipsoidal and torispherical heads, whose geometric shapes are close, are usually used as end closures of internally pressurized vessels. In pressure vessel codes, for example, ASME BPVC Section VIII, ellipsoidal heads are designed as torispherical heads using geometric equivalency approaches. However, the difference between ellipsoidal and equivalent torispherical heads has not been studied in detail. In this paper, we first investigate the shape deviation between the two types of heads. Then we compare the elasticplastic behaviors between ellipsoidal and equivalent torispherical heads as well as their failure modes, i.e., buckling and plastic collapse. It is found that ellipsoidal heads have more buckling resistance than equivalent torispherical heads, indicating that the current design rules for buckling failure based on the geometric equivalency approaches result in uneconomical design. Nevertheless, the shape deviation has little effect on plastic collapse pressures of ellipsoidal and equivalent torispherical heads, showing that the geometric equivalency approaches are applicablefor such heads thatfail by plastic collapse (bursting). In addition, the experimental and numerical results show that such heads experience geometric strengthening. The FE method considering the effect of geometric strengthening provides a good prediction about plastic collapse (bursting) pressure. However, the current design equation for bursting does not consider the effect ofgeometric strengthening, also leading to uneconomical design. Therefore, in order to avoid uneconomical design, we recommend that (1) with respect to the buckling of ellipsoidal heads, a new design equation be proposed rather than implementing the geometric equivalency approaches, and (2) the current design equation for bursting be deleted, and a new design equation, considering the effect of geometric strengthening, be proposed for the bursting of ellipsoidal and torispherical heads subjected to internal pressure.
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页数:8
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