Nonlinear stability of functionally graded material (FGM) sandwich cylindrical shells reinforced by FGM stiffeners in thermal environment

被引:10
作者
Dung, D. V. [1 ]
Nga, N. T. [1 ]
Hoa, L. K. [2 ]
机构
[1] Vietnam Natl Univ, Fac Math Mech & Informat, Hanoi 100000, Vietnam
[2] Mil Logist Acad, Fac Basic Sci, Hanoi 100000, Vietnam
关键词
functionally graded material (FGM); stiffened cylindrical shell; sandwich; thermal environment; COMBINED EXTERNAL-PRESSURE; POSTBUCKLING ANALYSIS; AXIAL-COMPRESSION; BUCKLING ANALYSIS; ELASTIC FOUNDATIONS; BENDING ANALYSIS; THIN SHELLS; PLATES; INSTABILITY; STRESSES;
D O I
10.1007/s10483-017-2198-9
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In this paper, Donnell's shell theory and smeared stiffeners technique are improved to analyze the postbuckling and buckling behaviors of circular cylindrical shells of stiffened thin functionally graded material (FGM) sandwich under an axial loading on elastic foundations, and the shells are considered in a thermal environment. The shells are stiffened by FGM rings and stringers. A general sigmoid law and a general power law are proposed. Thermal elements of the shells and reinforcement stiffeners are considered. Explicit expressions to find critical loads and postbuckling load-deflection curves are obtained by applying the Galerkin method and choosing the three-term approximate solution of deflection. Numerical results show various effects of temperature, elastic foundation, stiffeners, material and geometrical properties, and the ratio between face sheet thickness and total thickness on the nonlinear behavior of shells.
引用
收藏
页码:647 / 670
页数:24
相关论文
共 40 条
[1]  
[Anonymous], COMPOS B
[2]   Mechanical buckling of functionally graded material cylindrical shells surrounded by Pasternak elastic foundation [J].
Bagherizadeh, E. ;
Kiani, Y. ;
Eslami, M. R. .
COMPOSITE STRUCTURES, 2011, 93 (11) :3063-3071
[3]   Coupled thermoelasticity of functionally graded cylindrical shells [J].
Bahtui, A. ;
Eslami, M. R. .
MECHANICS RESEARCH COMMUNICATIONS, 2007, 34 (01) :1-18
[4]  
BRUSH DO, 1975, BUCKLING BARS PLATES
[5]   Mechanical behavior of functionally graded material plates under transverse load - Part I: Analysis [J].
Chi, Shyang-Ho ;
Chung, Yen-Ling .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2006, 43 (13) :3657-3674
[6]   Nonlinear static and dynamic buckling analysis of imperfect eccentrically stiffened functionally graded circular cylindrical thin shells under axial compression [J].
Dao Huy Bich ;
Dao Van Dung ;
Vu Hoai Nam ;
Nguyen Thi Phuong .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2013, 74 :190-200
[7]   Nonlinear dynamic analysis of eccentrically stiffened functionally graded circular cylindrical thin shells under external pressure and surrounded by an elastic medium [J].
Dao Van Dung ;
Vu Hoai Nam .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2014, 46 :42-53
[8]   Nonlinear buckling and post-buckling analysis of eccentrically stiffened functionally graded circular cylindrical shells under external pressure [J].
Dao Van Dung ;
Le Kha Hoa .
THIN-WALLED STRUCTURES, 2013, 63 :117-124
[9]   Buckling analysis of functionally graded material (FGM) sandwich truncated conical shells reinforced by FGM stiffeners filled inside by elastic foundations [J].
Dung, D. V. ;
Hoa, L. K. ;
Thuyet, B. T. ;
Nga, N. T. .
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2016, 37 (07) :879-902
[10]  
Dung D.V., 2014, COMPOS STRUCT, V108, P77, DOI DOI 10.1016/J.COMPSTRUCT.2013.09.002