A NEW DESIGN METHOD FOR AXIALLY LOADED THIN-WALLED CYLINDRICAL SHELLS BASED ON ELASTO-PLASTIC BUCKLING ANALYSIS

被引:0
作者
Jiao, Peng [1 ]
Chen, Zhiping [1 ]
Ma, He [1 ]
机构
[1] Zhejiang Univ, Inst Proc Equipment, Hangzhou 310027, Zhejiang, Peoples R China
来源
PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE, 2019, VOL 3 | 2019年
基金
中国国家自然科学基金;
关键词
Thin-walled cylindrical shells; Buckling; Geometric imperfections; Four perturbation load approach; Design method; ROBUST KNOCKDOWN FACTORS; COMPRESSION; SIMULATION; CYLINDERS;
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
In engineering, thin-walled cylindrical shells subjected to axial compression load are very sensitive to geometric imperfections and are prone to buckling. However, how to reasonably take into account the influence of geometric imperfections on the load carrying capacity of thin-walled cylindrical shells is always the bottleneck of light-weight design of these structures. In this paper, four perturbation load approach (4PLA) is adopted to consider the influence of geometric imperfections. By judging the potential buckling status of cylindrical shells, a new improved design method based on 4PLA for thin-walled cylindrical shells is proposed, in which the influence of radius-to-thickness ratio, length-to-radius ratio, Young's modulus and material yield strength are systematically considered. Correspondingly, the buckling tests for two steel cylindrical shells with the same geometric and material parameters are conducted. Compared with the experimental results and other test results in open literatures, the superiority and safety of proposed method for the preliminary design of thin-walled cylindrical shells are validated.
引用
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页数:9
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共 15 条
[1]   Numerical characterization of imperfection sensitive composite structures [J].
Arbelo, Mariano A. ;
Degenhardt, Richard ;
Castro, Saullo G. P. ;
Zimmermann, Rolf .
COMPOSITE STRUCTURES, 2014, 108 :295-303
[2]   Investigations on imperfection sensitivity and deduction of improved knock-down factors for unstiffened CFRP cylindrical shells [J].
Degenhardt, Richard ;
Kling, Alexander ;
Bethge, Arne ;
Orf, Jana ;
Kaerger, Luise ;
Zimmermann, Rolf ;
Rohwer, Klaus ;
Calvi, Adriano .
COMPOSITE STRUCTURES, 2010, 92 (08) :1939-1946
[3]   Robust design of composite cylindrical shells under axial compression -: Simulation and validation [J].
Huehne, C. ;
Rolfes, R. ;
Breitbach, E. ;
Tessmer, J. .
THIN-WALLED STRUCTURES, 2008, 46 (7-9) :947-962
[4]   Effect of material discontinuity on the flanges of axially compressed cylinder [J].
Ifayefunmi, O. ;
Hap, Lu Kian .
JOURNAL OF MECHANICAL ENGINEERING AND SCIENCES, 2016, 10 (02) :2084-2097
[5]   Buckling behavior of axially compressed cylindrical shells: Comparison of theoretical and experimental data [J].
Ifayefunmi, O. .
THIN-WALLED STRUCTURES, 2016, 98 :558-564
[6]   Design of axially loaded isotropic cylindrical shells using multiple perturbation load approach - Simulation and validation [J].
Jiao, Peng ;
Chen, Zhiping ;
Tang, Xiaoyu ;
Su, Wenqiang ;
Wu, Jihang .
THIN-WALLED STRUCTURES, 2018, 133 :1-16
[7]   Buckling of axially compressed CFRP cylinders with and without additional lateral load: Experimental and numerical investigation [J].
Khakimova, Regina ;
Castro, Saullo G. P. ;
Wilckens, Dirk ;
Rohwer, Klaus ;
Degenhardt, Richard .
THIN-WALLED STRUCTURES, 2017, 119 :178-189
[8]   PROBABILISTIC DESIGN OF AXIALLY COMPRESSED COMPOSITE CYLINDERS WITH GEOMETRIC AND LOADING IMPERFECTIONS [J].
Kriegesmann, Benedikt ;
Rolfes, Raimund .
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2010, 10 (04) :623-644
[9]   A high-fidelity approximate model for determining lower-bound buckling loads for stiffened shells [J].
Tian, Kuo ;
Wang, Bo ;
Hao, Peng ;
Waas, Anthony M. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2018, 148 :14-23
[10]   Robust knockdown factors for the design of cylindrical shells under axial compression: potentials, practical application and reliability analysis [J].
Wagner, H. N. R. ;
Huehne, C. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2018, 135 :410-430