Stress Analysis by Two Cuboid Isoparametric Elements
DOI:
https://doi.org/10.13052/ejcm2642-2085.2851Keywords:
Finite element method, precise stress, analytical formulation, cuboid element, accurate displacement.Abstract
The finite element method is a powerful tool for solving most of the structural problems. This technique has been used extensively, since the complexity of the elastic field equations does not allow the specialist to find analytical solutions, especially for the three-dimensional structures. It is well-known that the finite element formulation yields the approximate stress responses. To remedy this defect, the Airy stress function is utilized in this study. The stress function formulation leads to a valid solution since it satisfies equilibrium and compatibility equations simultaneously. Two cuboid isoparametric elements are formulated for solving three-dimensional elastic structures. To demonstrate the performance of the proposed technique, various benchmark problems are analyzed. The errors between the exact, displacement-based finite element and recommended scheme solution are also calculated. All the obtained outcomes show the good merit of the presented new elements.
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Fu, X. R., Cen, S., Li, C. F. and Chen, X. M. (2008). “Analytical trial
function method for the development of new 8-node plane element
based on the variational principle containing Airy stress function”,
Engineering Computations: International Journal for Computer-Aided
Engineering and Software, Vol. 27, No. 4, 2010, pp. 442–463.
Lee, N. S. and Bathe, K. J. (1993). “Effects of element distortion on
the performance of isoparametric elements”, International Journal for
Numerical Methods in Engineering, Vol. 36, pp. 3553–3376.
Kikuchi, F., Okabe, M. and Fujio, H. (1999). “Modification of the
-node serendipity element”, Computer Methods in Applied Mechanics
and Engineering, Vol. 179, pp. 91–109.
Li, L. X., Kunimatsu, S., Han, X. P. and Xu, S. Q. (2004). “The analysis
of interpolation precision of quadrilateral elements”, Finite Elements in
Analysis and Design, Vol. 41, pp. 91–108.
Rajendran, S. and Liew, K. M. (2003). “A novel unsymmetric 8-
node plane element immune to mesh distortion under a quadratic
displacement field”, International Journal for Numerical Methods in
Engineering, Vol. 58, pp. 1713–1748.
Li, C. J. and Wang, R. H. (2006). “A new 8-node quadrilateral spline
finite element”, Journal of Computational and Applied Mathematics,
Vol. 195, pp. 54–65.
Long, Y. Q. and Xu, Y. (1994). “Generalized conforming triangular
membrane element with vertex rigid rotational freedom”, Finite
Elements in Analysis and Design, Vol. 17, pp. 259–271.
Cen, S., Chen, X. M. and Fu, X. R. (2007). “Quadrilateral membrane
element family formulated by the quadrilateral area coordinate method”,
Computer Methods in Applied Mechanics and Engineering, Vol. 196,
Nos. 41–44, pp. 4337–4353.
Soh, A. K., Long, Y. Q. and Cen, S. (2000). “Development of eight-node
quadrilateral membrane elements using the area coordinates method”,
Computational Mechanics, Vol. 25, No. 4, pp. 376–84.
Cen, S., Fu, X. R. and Zhou, M. J. (2011). “8- and 12-node plane
hybrid stress-function elements immune to severely distorted mesh containing
elements with concave shapes”, Computer Methods in Applied
Mechanics and Engineering, Vol. 200, pp. 2321–2336.
Cen, S., Zhou, M. J. and Fu, X. R. (2011). “A 4-node hybrid stressfunction
(HS-F) plane element with drilling degrees of freedom less
sensitive to severe mesh distortions”, Computers & Structures, Vol. 89,
Nos. 5–6, pp. 517–528.
Cen, S., Fu, X. R., Zhou, G. H., Zhou, M. J. and Li, C. F. (2011). “Shapefree
finite element method: The plane hybrid stress-function (HS-F)
element method for anisotropic materials”, SCIENCE CHINA, Physics,
Mechanics & Astronomy, Vol. 54, No. 4, pp. 653–665.
Zhou, P. and Cen, S. (2015). “A novel shape-free plane quadratic
polygonal hybrid stress-function element”, Mathematical Problems in
Engineering, 491325.
Rezaiee-Pajand, M. and Karimipour, A. (2019). “Three stress-based
triangular elements”, Engineering with Computers, Vol. 20, No. 10,
pp. 1–12.
Artioli, E., Miranda, E. D., Lovadina, C. and Patruno, L. (2017).
“A stress/displacement Virtual Element method for plane elasticity
problems”, Computer Methods in Applied Mechanics and Engineering,
Vol. 325, pp. 155–174.
Rezaiee-Pajand, M. and Karkon, M. (2016). “Geometrical Nonlinear
Analysis of Plane Problems by Corotational Formulation”, Journal of
Engineering Mechanics, Vol. 142, No. 10, p. 04016073.
Nieh, J. Y., Huang, C. S. and Tseng, Y. P. (2003). “An analytical solution
for in-plane free vibration and stability of loaded elliptic arches”,
Computers & Structures, Vol. 81, No. 13, pp. 1311–1327.
Serra, M. (1994). “Optimal arch: Approximate analytical and numerical
solutions”, Computers & Structures, Vol. 52, No. 6, 17 September,
pp. 1213–1220.
HarikGhassan, I. E. and Salamoun, L. (1988). “The analytical strip
method of solution for stiffened rectangular plates”, Computers & Structures,
Vol. 29, No. 2, pp. 283–291.
Karttunen, A. T., Hertzen, R., Reddy, J. N. and Romanoff, J. (2018).
“Shear deformable plate elements based on exact elasticity solution”,
Computers & Structures, Vol. 200, 15 April, pp. 21–31.
Arya, V. K. (1989). “Analytical and finite element solutions of some
problems using a viscoelastic model”, Computers & Structures, Vol. 33,
No. 4, pp. 957–967.
Zhang, Z., Dissanayake, D., Saputra, A., Wu, D. and Song, C. (2018).
“Three-dimensional damage analysis by the scaled boundary finite element
method”, Computers & Structures, Vol. 206, 15 August, pp. 1–17.
Shang, H. Y., Machado, R. D. and Filho, J. E. A. (2016). “Dynamic
analysis of Euler–Bernoulli beam problems using the Generalized
Finite Element Method”, Computers & Structures, Vol. 173, September,
pp. 109–122.
Shang, Y., Cen, S. and Zhou, M. J. (2018). “8-node unsymmetric
distortion-immune element based on Airy stress solutions for plane
orthotropic problems”, Acta Mechanica, Vol. 45, pp. 234–250.
Shankar, L. S., Rajthilak, S. and Saravanan, U. (2016). “Numerical
technique for solving truss and plane problems for a new class of elastic
bodies”, Acta Mechanica, Vol. 27, pp. 128–157.
Barber, J. R. (2006). “Three-dimensional elasticity problems for the
prismatic bar”, Proceeding of The Royal Society, Vol. 462, pp. 1877–