Influence of curvature Ratio on Post-buckling Behaviour of Imperfect Cylindrical Panels Subjected to Axial Compressive Load

被引：0

作者：

Reddy, D. V. Ramana ^{[1
]}

Gunda, Jagadish Babu ^{[2
]}

Padal, K. T. Balaram ^{[3
]}

机构：

[1] Vardhman Coll Engn, Hyderabad 501218, Telangana, India

[2] Adv Syst Lab, Dr APJ Abdul Kalam Missile Complex, Hyderabad 500058, Telangana, India

[3] Andhra Univ, Coll Engn, Dept Mech Engn, Visakhapatnam 530003, Andhra Pradesh, India

来源：

MATERIALS TODAY-PROCEEDINGS | 2018年 / 5卷 / 11期

关键词：

Equilibrium path approach; Eigen imperfection shapes; Post-buckling; Imperfect cylindrical panels; Axial compressive load; Nonlinear finite element analysis approach; Curvature (or Radius) influence; knock-down factors;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Post-buckling behavior of imperfect, laminated composite cylindrical panels subjected to axial compressive load has been investigated by means of an equilibrium path approach which uses an arc-length method. Influence of the eigen imperfection shapes and its magnitude on the post-buckling behavior of the cylindrical panel with different curvature (R/t) ratios is briefly discussed for different unidirectional lay-up sequences of interest with all the sides considered as simply supported boundary configuration. Influence of curvature ratio on the post buckling behavior of cylindrical panel is briefly discussed where the thickness of the shell is considered as constant throughout this study while the radius (or curvature) of the panel varies according to the specified (R/t) ratio of the panel. (C) 2018 Elsevier Ltd. All rights reserved. Selection and/or Peer-review under responsibility of International Conference on Advances in Materials and Manufacturing Applications [IConAMMA 2017].

引用

页码：24367 / 24377

页数：11

共 49 条

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RamanaReddy, D. V.
Gunda, Jagadish Babu
Padal, K. T. Balaram
MATERIALS TODAY-PROCEEDINGS, 2017, 4 (08) : 8665 - 8677
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Shariati, M.
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INDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES, 2010, 17 (02) : 86 - 90
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COMPOSITE STRUCTURES, 2006, 73 (02) : 138 - 149
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PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY, 2010, 94
[7] CREEP BUCKLING AND POST-BUCKLING ANALYSES OF A VISCOELASTIC FGM CYLINDRICAL SHELL WITH INITIAL DEFLECTION SUBJECTED TO A UNIFORM IN-PLANE LOAD
Dai, H. -L.
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JOURNAL OF MECHANICS, 2012, 28 (02) : 391 - 399
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Huang, X
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THIN-WALLED STRUCTURES: ADVANCES AND DEVELOPMENTS, 2001, : 477 - 482
[9] Post-buckling behaviour of graphite/epoxy stiffened panels with initial imperfections subjected to eccentric biaxial compression loading
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[10] Buckling and Post-buckling Behaviour of Prismatic Aluminium Columns Submitted to a Series of Compressive Loads
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Experimental Mechanics , 2011, 51 : 1335 - 1345

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