Buckling strength and optimum parameters of hybrid fiber cylindrical shells under external pressure

被引：0

作者：

Xie, Yujun ^{[1
]}

Wu, Zhu ^{[1
]}

Liu, Zhanmin ^{[1
]}

机构：

[1] East China Univ of Science &, Technology, Shanghai, China

来源：

Fuhe Cailiao Xuebao/Acta Materiae Compositae Sinica | 1995年 / 12卷 / 01期

关键词：

Buckling - Composite materials - Stability - Stress analysis;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A theoretical formula with weighted factor and ply-orientation as parameters for hybrid or orthotropic cylindrical shells is given. The applicable conditions are discussed. A discriminant to identify whether the optimum parameters are extreme points is proposed for hybrid fiber cylindrical shells under external pressure. The examples given in this paper show that the formula can be used not only to determine the optimum parameters for hybrid fiber cylindrical shells, but can also be used to find out the optimum fiber content and the ply orientations of fiber for homogenous fiber reinforced cylindrical shells.

引用

页码：106 / 110

共 50 条

[41] Estimation of ultimate strength of ring-stiffened cylindrical shells under external pressure with local shell buckling or torsional buckling of stiffeners
Shiomitsu, Daisuke
Yanagihara, Daisuke
THIN-WALLED STRUCTURES, 2021, 161 (161)
[42] On buckling of toroidal shells under external pressure
Blachut, J
Jaiswal, OR
COMPUTERS & STRUCTURES, 2000, 77 (03) : 233 - 251
[43] ON THE BUCKLING OF FUNCTIONALLY GRADED CYLINDRICAL SHELLS UNDER COMBINED EXTERNAL PRESSURE AND AXIAL COMPRESSION
Khazaeinejad, P.
Najafizadeh, M. M.
Jenabi, J.
Isvandzibaei, M. R.
ASME PRESSURE VESSELS AND PIPING CONFERENCE 2009, VOL 3: DESIGN AND ANALYSIS, 2010, : 755 - 762
[44] BUCKLING UNDER EXTERNAL HYDROSTATIC PRESSURE OF ORTHOTROPIC CYLINDRICAL SHELLS WITH EVENLY SPACED EQUAL STRENGTH CIRCULAR RING FRAMES
VOCE, SJ
OCEAN ENGINEERING, 1969, 1 (05) : 521 - &
[45] Buckling analyses of cylindrical shells with axial variable elastic modulus under external pressure
Licai Yang
Shanglin Zhang
Tian Qiu
Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2024, 46
[46] On the Buckling of Functionally Graded Cylindrical Shells Under Combined External Pressure and Axial Compression
Khazaeinejad, P.
Najafizadeh, M. M.
Jenabi, J.
Isvandzibaei, M. R.
JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 2010, 132 (06): : 0645011 - 0645015
[47] Buckling of cylindrical shells with stepwise variable wall thickness under uniform external pressure
Chen, Lei
Rotter, J. Michael
Doerich, Cornelia
ENGINEERING STRUCTURES, 2011, 33 (12) : 3570 - 3578
[48] Buckling analyses of cylindrical shells with axial variable elastic modulus under external pressure
Yang, Licai
Zhang, Shanglin
Qiu, Tian
JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING, 2024, 46 (03)
[49] BIFURCATION BUCKLING OF CIRCULAR CYLINDRICAL-SHELLS UNDER UNIFORM EXTERNAL-PRESSURE
KOGA, T
MORIMATSU, S
AIAA JOURNAL, 1989, 27 (02) : 242 - 248
[50] Optimal stabilization of the post-buckling path for cylindrical shells under external pressure
Krol, Mariusz
Kruzelecki, Jacek
Trybula, Daniel
ENGINEERING OPTIMIZATION, 2009, 41 (01) : 59 - 72

← 1 2 3 4 5 →