Static analysis of doubly curved singly ruled truncated FGM cone

被引:12
作者
Ansari, Md Irfan [1 ]
Kumar, Ajay [1 ]
Chakrabarti, Anupam [2 ]
机构
[1] NIT Patna, Dept Civil Engn, Patna 800005, Bihar, India
[2] IIT Roorkee, Dept Civil Engn, Roorkee 247667, Uttar Pradesh, India
关键词
Functionally graded shell; Doubly curved truncated cone; Finite element method; FUNCTIONALLY GRADED STRUCTURES; ELASTIC FOUNDATIONS; THERMAL ENVIRONMENT; CYLINDRICAL-SHELLS; VIBRATION ANALYSIS; BENDING ANALYSIS; SHALLOW SHELLS; CONICAL SHELLS; PANELS; STABILITY;
D O I
10.1016/j.compstruct.2017.10.028
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, a new mathematical model for doubly curved singly ruled functionally graded material moderately thick and deep cone is presented. The mathematical model includes a cubic variation of thickness coordinate along with the inclusion of curvature effect in in-plane displacement fields. Due to second degree polynomial transverse shear strain deformation along the thickness of doubly curved singly ruled functionally graded material cone, shear correction factor need is eliminated. The zero-transverse shear strain at upper and lower surface of doubly curved singly ruled functionally graded material cone is imposed in the formulation. The new feature in the present mathematical model is incorporation of normal curvatures in deformation field and twist curvature inclusion in strain expressions. Due to this new feature, the present 2D model can solve problems of moderately thick doubly curved singly ruled functionally graded material cone. The proposed new mathematical model is coded in finite element code and its results are compared with previous published suitable results. After comparison, the present new mathematical model is used to solve many new static problems of doubly curved singly ruled functionally graded material cone considering different volume fraction indices, boundary conditions, geometric parameters.
引用
收藏
页码:523 / 535
页数:13
相关论文
共 38 条
[1]  
Abrinia K., 2008, American Journal of Applied Sciences, V5, P852, DOI 10.3844/ajassp.2008.852.859
[2]   Three-dimensional thermo-elastic analysis of a functionally graded cylindrical shell with piezoelectric layers by differential quadrature method [J].
Alashti, R. Akbari ;
Khorsand, M. .
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2011, 88 (5-7) :167-180
[3]  
[Anonymous], 2014, NONLINEAR STATIC DYN
[4]   First ply failure study of thin composite conoidal shells subjected to uniformly distributed load [J].
Bakshi, Kaustav ;
Chakravorty, Dipankar .
THIN-WALLED STRUCTURES, 2014, 76 :1-7
[5]   A general exact elastic shell solution for bending analysis of functionally graded structures [J].
Brischetto, Salvatore .
COMPOSITE STRUCTURES, 2017, 175 :70-85
[6]   Refined shell elements for the analysis of functionally graded structures [J].
Cinefra, M. ;
Carrera, E. ;
Della Croce, L. ;
Chinosi, C. .
COMPOSITE STRUCTURES, 2012, 94 (02) :415-422
[7]   THEORETICAL AND EXPERIMENTAL STUDIES ON CONOIDAL SHELLS [J].
DAS, AK ;
BANDYOPADHYAY, JN .
COMPUTERS & STRUCTURES, 1993, 49 (03) :531-536
[8]   Design aids and selection guidelines for composite conoidal shell roofs - A finite element application [J].
Das, Hari Sadhan ;
Chakravorty, Dipankar .
JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2007, 26 (17) :1793-1819
[9]  
Dey A, 1992, ARCH COMPUT METHODS, V4, P3
[10]   Thermal and mechanical stresses in a functionally graded thick sphere [J].
Eslami, MR ;
Babaei, MH ;
Poultangari, R .
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2005, 82 (07) :522-527