journal article·2014-04-25

Nonlinear cylindrical bending analysis of E-FGM plates with variable thickness

Abdelhakim Kaci, Khalil Belakhdar, Abdelouahed Tounsi, El Abbes Adda Bedia

Steel and Composite Structures· Volume 16· Issue 4
Publisher page

Abstract

This paper presents a study of the nonlinear cylindrical bending of an exponential functionally graded plate (simply called E-FG) with variable thickness. The plate is subjected to uniform pressure loading and his geometric nonlinearity is introduced in the strain-displacement equations based on Von-Karman assumptions. The material properties of functionally graded plates, except the Poisson's ratio, are assumed to vary continuously through the thickness of the plate in accordance with the exponential law distribution; and the solution is obtained using Hamilton's principle for constant plate thickness. In order to analyze functionally graded plate with variable thickness, a numerical solution using finite difference method is used, where parabolic variation of the plate thickness is studied. The results for E-FG plates are given in dimensionless graphical forms; and the effects of material and geometric properties on displacements and normal stresses through the thickness are determined.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Composite Structure Analysis and Optimization · Structural Analysis and Optimization · Structural Load-Bearing Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (24)

Show source-provided references
1. Steel Comp. Struct., Int. J. · 2011 · 11 · 48910.12989/scs.2011.11.6.489 ↗
2. Steel Comp. Struct., Int. J. · 2013 · 14 · 8510.12989/scs.2013.14.1.085 ↗
3. J. Sound Vib. · 2007 · 299 · 72010.1016/j.jsv.2006.06.068 ↗
4. ASCE J. Eng. Mech. · 1989 · 115 · 228710.1061/(ASCE)0733-9399(1989)115:10(2287) ↗
5. Compos. Struct. · 2006 · 75 · 6710.1016/j.compstruct.2006.04.004 ↗
6. Compos. Struct. · 2009 · 87 · 34410.1016/j.compstruct.2008.02.002 ↗
7. Steel Comp. Struct., Int. J. · 2012 · 12 · 49110.12989/scs.2012.12.6.491 ↗
8. J. Mater. Sci. · 1995 · 30 · 218310.1007/BF01184560 ↗
9. Compos. Struct. · 2008 · 82 · 49910.1016/j.compstruct.2007.01.030 ↗
10. Thin Wall. Struct. · 2006 · 44 · 112910.1016/j.tws.2006.10.013 ↗
11. ISIJ Int · 1990 · 30 · 69910.2355/isijinternational.30.699 ↗
12. Struct. Eng. Mech., Int. J. · 2009 · 32 · 81110.12989/sem.2009.32.6.811 ↗
13. J. Eng. Mech. · 1999 · 125 · 125910.1061/(ASCE)0733-9399(1999)125:11(1259) ↗
14. Int. J. Solids Struct. · 1998 · 35 · 445710.1016/S0020-7683(97)00253-9 ↗
15. Int. J. Numer. Meth. Eng. · 2000 · 47 · 66310.1002/(SICI)1097-0207(20000110/30)47:1/3<663::AID-NME787>3.0.CO;2-8 ↗
16. Comp. Mater. Sci. · 2009 · 44 · 1344
17. AIAA J. · 1988 · 26 · 71410.2514/3.9957 ↗
18. AIAA J. · 1991 · 30 · 1438
19. J. Therm. Stresses · 1996 · 19 · 7710.1080/01495739608946161 ↗
20. J. Strain Anal. Eng. Des. · 2008 · 43 · 16510.1243/03093247JSA353 ↗
21. Struct. Eng. Mech., Int. J. · 2011 · 37 · 52910.12989/sem.2011.37.5.529 ↗
22. Compos. Struct. · 2009 · 91 · 5610.1016/j.compstruct.2009.04.031 ↗
23. Arch. Appl. Mech. · 2007 · 77 · 19710.1007/s00419-006-0084-y ↗
24. Int. J. Solids Struct. · 2003 · 40 · 533510.1016/S0020-7683(03)00288-9 ↗