Abstract
The main objective of this paper is to develop a numerical model susceptible to solve the numerical locking problems that may appear when applying the conventional solid and shell finite elements of ABAQUS. This model is based on a hexahedral solid shell element. The formulation of this element relays on the combination of the enhanced assumed strain (EAS) and assumed natural strain (ANS) methods with modified First Shear Deformation Theory (FSDT). The developed element is implemented into the ABAQUS user element (UEL) interface. The performance of this element is demonstrated by different benchmark tests from the literature. Our contribution consists on applying a single solid shell element through the thickness direction to predict the low velocity impact behavior on functionally graded material (FGM) circular plates.
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References
Hou-Cheng H (1987) Membrane locking and assumed strain shell elements. Comput Struct 27:671–677. https://doi.org/10.1016/0045-7949(87)90083-6
Kui LX, Liu GQ, Zienkiewicz OC (1985) A generalized displacement method for the finite element analysis of thin shells. Int J Numer Methods Eng 21:2145–2155. https://doi.org/10.1002/nme.1620211203
Petchsasithon A, Gosling PD (2005) A locking-free hexahedral element for the geometrically non-linear analysis of arbitrary shells. Comput Mech 35:94–114. https://doi.org/10.1007/s00466-004-0604-y
Puso MA, Solberg J (2006) A stabilized nodally integrated tetrahedral. Int J Numer Methods Eng 67:841–867. https://doi.org/10.1002/nme.1651
Klinkel S, Gruttmann F, Wagner W (2006) A robust non-linear solid shell element based on a mixed variational formulation. Comput Methods Appl Mech Eng 195:179–201. https://doi.org/10.1016/j.cma.2005.01.013
Tan XG, Vu-Quoc L (2005) Efficient and accurate multilayer solid-shell element: non-linear materials at finite strain. Int J Numer Methodsss Eng 63:2124–2170. https://doi.org/10.1002/nme.1360
Bathe K, Dvorkin EN (1984) A continuum mechanics based four-node shell element for general non-linear analysis. Eng Comput 1:77–88. https://doi.org/10.1108/eb023562
Simo JC, Rifai MS (1990) A class of mixed assumed strain methods and the method of incompatible modes. Int J Numer Methods Eng 29:1595–1638. https://doi.org/10.1002/nme.1620290802
Flores FG (2016) A simple reduced integration hexahedral solid-shell element for large strains. Comput Methods Appl Mech Eng 303:260–287. https://doi.org/10.1016/j.cma.2016.01.013
Hajlaoui A, Jarraya A, Kallel-Kamoun I, Dammak F (2012) Buckling analysis of a laminated composite plate with delaminations using the enhanced assumed strain solid shell element. J Mech Sci Technol 26:3213–3221. https://doi.org/10.1007/s12206-012-0829-1
Rah K, Paepegem WV, Habraken AM, Degrieck J (2012) A mixed solid-shell element for the analysis of laminated composites. Int J Numer Methods Eng 89:805–828. https://doi.org/10.1002/nme.3263
Vu-Quoc L, Tan XG (2003) Optimal solid shells for non-linear analyses of multilayer composites. I. Statics. Comput Methods Appl Mech Eng 192:975–1016. https://doi.org/10.1016/S0045-7825(02)00435-8
Vu-Quoc L, Tan XG (2003) Optimal solid shells for nonlinear analyses of multilayer composites: Part II: dynamics. Comput Methods Appl Mech Eng 192:1017–1059
Vu-Quoc L, Tan X (2013) Efficient Hybrid-EAS solid element for accurate stress prediction in thick laminated beams, plates, and shells. Comput Methods Appl Mech Eng 253:337–355. https://doi.org/10.1016/j.cma.2012.07.025
Li LM, Peng YH, Li DY (2011) A stabilized underintegrated enhanced assumed strain solid-shell element for geometrically nonlinear plate/shell analysis. Finite Elem Anal Des 47:511–518. https://doi.org/10.1016/j.finel.2011.01.001
Hajlaoui A, Triki E, Frikha A et al (2017) Nonlinear dynamics analysis of FGM shell structures with a higher order shear strain enhanced solid-shell element. Latin Am J Solids Struct 14:72–91. https://doi.org/10.1590/1679-78253323
Jrad H, Mars J, Wali M, Dammak F (2018) An extended finite element method for modeling elastoplastic FGM plate-shell type structures. Struct Eng Mech 68:299–312
Jrad H, Mars J, Wali M, Dammak F (2018) Geometrically nonlinear analysis of elastoplastic behavior of functionally graded shells. Eng Comput. https://doi.org/10.1007/s00366-018-0633-3
Mallek H, Jrad H, Wali M, Dammak F (2019) Piezoelastic response of smart functionally graded structure with integrated piezoelectric layers using discrete double directors shell element. Compos Struct 210:354–366. https://doi.org/10.1016/j.compstruct.2018.11.062
Mars J, Koubaa S, Wali M et al (2017) Numerical analysis of geometrically non-linear behavior of functionally graded shells. Latin Am J Solids Struct 14:1952–1978. https://doi.org/10.1590/1679-78253914
Mellouli H, Jrad H, Wali M, Dammak F (2019) Meshfree implementation of the double director shell model for FGM shell structures analysis. Eng Anal Bound Elem 99:111–121. https://doi.org/10.1016/j.enganabound.2018.10.013
Wali M, Hentati T, Jarraya A, Dammak F (2015) Free vibration analysis of FGM shell structures with a discrete double directors shell element. Compos Struct 125:295–303. https://doi.org/10.1016/j.compstruct.2015.02.032
Hajlaoui A, Chebbi E, Wali M, Dammak F (2019) Geometrically nonlinear analysis of FGM shells using solid-shell element with parabolic shear strain distribution. Int J Mech Mater Des. https://doi.org/10.1007/s10999-019-09465-x
Hajlaoui A, Jarraya A, El Bikri K, Dammak F (2015) Buckling analysis of functionally graded materials structures with enhanced solid-shell elements and transverse shear correction. Compos Struct 132:87–97. https://doi.org/10.1016/j.compstruct.2015.04.059
Reinoso J, Blázquez A (2016) Geometrically nonlinear analysis of functionally graded power-based and carbon nanotubes reinforced composites using a fully integrated solid shell element. Compos Struct 152:277–294. https://doi.org/10.1016/j.compstruct.2016.05.036
Chalal H, Abed-Meraim F (2018) Quadratic solid-shell finite elements for geometrically nonlinear analysis of functionally graded material plates. Materials 11:1046. https://doi.org/10.3390/ma11061046
Dhatt G (1969) Numerical analysis of thin shells by curved triangular elements based on discrete kirchhoff hypothesis. In: Proceedings ASCE, symposium on applications of fem in civil engineering, Vanderbilt University, Nashville, TN, 1969, pp 13–14
Mindlin RD (1951) Influence of rotatory inertia and shear on flexural motions of isotropic, elastic plates. J Appl Mech 18:31–38
Murthy MVV (1981) An improved transverse shear deformation theory for laminated antisotropic plates
Mellouli H, Jrad H, Wali M, Dammak F (2019) Meshless implementation of arbitrary 3D-shell structures based on a modified first order shear deformation theory. Comput Math Appl 77:34–49. https://doi.org/10.1016/j.camwa.2018.09.010
Trabelsi S, Frikha A, Zghal S, Dammak F (2018) Thermal post-buckling analysis of functionally graded material structures using a modified FSDT. Int J Mech Sci 144:74–89. https://doi.org/10.1016/j.ijmecsci.2018.05.033
Hajlaoui A, Chebbi E, Dammak F (2019) Buckling analysis of carbon nanotube reinforced FG shells using an efficient solid-shell element based on a modified FSDT. Thin-Walled Struct 144:106254. https://doi.org/10.1016/j.tws.2019.106254
Hajlaoui A, Chebbi E, Wali M, Dammak F (2019) Static analysis of carbon nanotube-reinforced FG shells using an efficient solid-shell element with parabolic transverse shear strain. EC. https://doi.org/10.1108/EC-02-2019-0075(ahead-of-print)
BeikMohammadlou H, EkhteraeiToussi H (2017) Parametric studies on elastoplastic buckling of rectangular FGM thin plates. Aerosp Sci Technol 69:513–525. https://doi.org/10.1016/j.ast.2017.07.015
Huang H, Zhang Y, Han Q (2017) Inelastic buckling of FGM cylindrical shells subjected to combined axial and torsional loads. Int J Struct Stab Dyn 17:1771010. https://doi.org/10.1142/S0219455417710109
Vaghefi R, Hematiyan MR, Nayebi A (2016) Three-dimensional thermo-elastoplastic analysis of thick functionally graded plates using the meshless local Petrov–Galerkin method. Eng Anal Bound Elem 71:34–49. https://doi.org/10.1016/j.enganabound.2016.07.001
Zhang J, Qi D, Zhou L et al (2015) A progressive failure analysis model for composite structures in hygrothermal environments. Compos Struct 133:331–342. https://doi.org/10.1016/j.compstruct.2015.07.063
Doghri I, Ouaar A (2003) Homogenization of two-phase elasto-plastic composite materials and structures: study of tangent operators, cyclic plasticity and numerical algorithms. Int J Solids Struct 40:1681–1712. https://doi.org/10.1016/S0020-7683(03)00013-1
Ponte Castañeda P (2002) Second-order homogenization estimates for nonlinear composites incorporating field fluctuations: I—theory. J Mech Phys Solids 50:737–757. https://doi.org/10.1016/S0022-5096(01)00099-0
Suquet P (1997) Effective properties of nonlinear composites. In: Suquet P (ed) Continuum micromechanics. Springer Vienna, Vienna, pp 197–264
Mori T, Tanaka K (1973) Average stress in matrix and average elastic energy of materials with misfitting inclusions. Acta Metall 21:571–574. https://doi.org/10.1016/0001-6160(73)90064-3
Bao G, Wang L (1995) Multiple cracking in functionally graded ceramic/metal coatings. Int J Solids Struct 32:2853–2871. https://doi.org/10.1016/0020-7683(94)00267-Z
Abida M, Mars J, Gehring F, Vivet A, Fakhreddine-Dammak A (2018) Anisotropic visco-elastoplastic modeling of quasi-unidirectional flax fiber reinforced epoxy behavior: an investigation on low-velocity impact response. J Renew Mater 6:464–476. https://doi.org/10.3204/JRM.2018.01897
Koubaa S, Mars J, Wali M, Dammak F (2017) Numerical study of anisotropic behavior of aluminum alloy subjected to dynamic perforation. Int J Impact Eng 101:105–114. https://doi.org/10.1016/j.ijimpeng.2016.11.017
Mars J, Wali M, Jarraya A, Dammak F, Dhiab A (2015) Finite element implementation of an orthotropic plasticity model for sheet metal in low velocity impact simulations. Thin-Walled Struct 89:93–100. https://doi.org/10.1016/j.tws.2014.12.019
Mars J, Chebbi E, Wali M, Dammak F (2018) Numerical and experimental investigations of low velocity impact on glass fiber-reinforced polyamide. Compos B Eng 146:116–123. https://doi.org/10.1016/j.compositesb.2018.04.012
Mars J, Said LB, Wali M, Dammak F (2018) Elasto-plastic modeling of low-velocity impact on functionally graded circular plates. Int J Appl Mech 10:1850038. https://doi.org/10.1142/S1758825118500382
Gunes R, Aydin M, Kemal Apalak M, Reddy JN (2014) Experimental and numerical investigations of low velocity impact on functionally graded circular plates. Compos B Eng 59:21–32. https://doi.org/10.1016/j.compositesb.2013.11.022
Chi S-H, Chung Y-L (2006) Mechanical behavior of functionally graded material plates under transverse load—part I: analysis. Int J Solids Struct 43:3657–3674. https://doi.org/10.1016/j.ijsolstr.2005.04.011
Belhassen L, Koubaa S, Wali M, Dammak F (2017) Anisotropic effects in the compression beading of aluminum thin-walled tubes with rubber. Thin-Walled Struct 119:902–910. https://doi.org/10.1016/j.tws.2017.08.010
Bouhamed A, Jrad H, Said LB et al (2019) A non-associated anisotropic plasticity model with mixed isotropic–kinematic hardening for finite element simulation of incremental sheet metal forming process. Int J Adv Manuf Technol 100:929–940. https://doi.org/10.1007/s00170-018-2782-3
Klinkel S, Gruttmann F, Wagner W (1999) A continuum based three-dimensional shell element for laminated structures. Comput Struct 71:43–62. https://doi.org/10.1016/S0045-7949(98)00222-3
Timoshenko SP, Woinosky-Krieger S (1959) Theory of plates and shells, 2nd edn. McGraw-Hill, New York
Duarte Filho LA, Awruch AM (2004) Geometrically nonlinear static and dynamic analysis of shells and plates using the eight-node hexahedral element with one-point quadrature. Finite Elem Anal Des 40:1297–1315. https://doi.org/10.1016/j.finel.2003.08.012
Chen LB, Xi F, Yang JL (2007) Elastic–plastic contact force history and response characteristics of circular plate subjected to impact by a projectile. Acta Mech Sin 23:415–425. https://doi.org/10.1007/s10409-007-0084-3
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Chaker, A., Koubaa, S., Mars, J. et al. An efficient ABAQUS solid shell element implementation for low velocity impact analysis of FGM plates. Engineering with Computers 37, 2145–2157 (2021). https://doi.org/10.1007/s00366-020-00954-8
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DOI: https://doi.org/10.1007/s00366-020-00954-8