Investigation of Reduction in Buckling Capacity of Cylindrical Shells Under External Pressure Due to Partially Cut Ring Stiffeners

被引:8
作者
Chikode, Snehankush [1 ]
Raykar, Nilesh [1 ]
机构
[1] Univ Mumbai, Sardar Patel Coll Engn, Dept Mech Engn, Bombay 400058, Maharashtra, India
来源
JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME | 2017年 / 139卷 / 01期
关键词
Buckling - Pressure vessels - Shells (structures) - Finite element method;
D O I
10.1115/1.4033653
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Circumferential ring stiffeners are commonly used to improve the buckling strength of cylindrical shells. Under special circumstances, stiffener ring needs to be partially cut in order to avoid interference with vessel attachments or surrounding structures. No clear guideline is available in rule-based method to deal with such case. This paper investigates the extent of reduction in buckling capacity for a range of cylindrical shell geometries with stiffener rings having different cross sections and different extents of circumferential cut. Finite-element (FE)-based analysis as per ASME Section VIII, Division 2, Part 5 has been employed to determine the permissible external pressure in each of the cases. Effects of ring cross section and extent of circumferential cut of stiffening ring on the maximum permissible external pressure have been presented. A total of 63 combinations of shell-stiffening ring configurations of different L/D, D/t ratios, cross section shape, and extent of cut have been investigated. Geometrical parameters for these combinations under study are so chosen that normal working range in industries is covered. The results obtained provide guidelines to design shells with partially cut stiffening rings.
引用
收藏
页数:7
相关论文
共 13 条
[1]   Buckling and post-buckling behavior of thin-walled cylindrical steel shells with varying thickness subjected to uniform external pressure [J].
Aghajari, S. ;
Abedi, K. ;
Showkati, H. .
THIN-WALLED STRUCTURES, 2006, 44 (08) :904-909
[2]  
ANSYS Inc, 2015, ANSYS 14 5 HELP MAN
[3]  
ASME, 2010, Boiler and Pressure Vessels Code
[4]  
Brar G. S., 2010, PVP201025173 ASME
[5]  
Brownell L.E., 1959, Process Equipment and Design
[6]   Prediction of vacuum-induced buckling pressures of thin-walled cylinders [J].
de Paor, C. ;
Kelliher, D. ;
Cronin, K. ;
Wright, W. M. D. ;
McSweeney, S. G. .
THIN-WALLED STRUCTURES, 2012, 55 :1-10
[7]   The influence of circumferential thickness variations on the buckling of cylindrical shells under external pressure [J].
Gusic, G ;
Combescure, A ;
Jullien, JF .
COMPUTERS & STRUCTURES, 2000, 74 (04) :461-477
[8]  
Hauviller C., 2007, CERN ACCELERATOR SCH, P31
[9]  
Nemeth M. P., 2014, NASATM2014218176
[10]  
Sosa E. M., 2002, MEC COMPUT, V21, P1652