Abstract
To address the issue of incompatible nodal parameters between finite elements of different dimensions, this paper introduces a new interpolation formula, named “trial-correction” displacement interpolation, utilizing trilinear and cubic interpolations. This interpolation method is applied to construct an 8-node hexahedral solid element (Solid-H8-TC) with rotational degrees of freedom, featuring 6 nodal parameters including 3 translational and 3 rotational displacements. The element successfully passed the patch test and demonstrated convergence. Subsequent numerical examples show that the Solid-H8-TC element achieves a numerical accuracy of over 99% as the mesh is refined. Furthermore, the Solid-H8-TC element can be directly combined with shell elements, effectively resolving the compatibility issues of nodal parameters between finite elements of different dimensions. Lastly, the trial-correction displacement interpolation method employed in this study exhibits excellent scalability and provides a new theoretical basis for finite element analysis of plane, beam, and shell structures.
Similar content being viewed by others
References
Allman D (1984) A compatible triangular element including vertex rotations for plane elasticity analysis. Comput Struct 19:1–8 (https://linkinghub.elsevier.com/retrieve/pii/0045794984901974)
Boujelben A, Ibrahimbegovic A (2017) Finite-strain three-dimensional solids with rotational degrees of freedom: non-linear statics and dynamics. Adv Model Simul Eng Sci 4:3 (http://amses-journal.springeropen.com/articles/10.1186/s40323-017-0089-9)
Cook RD, Saunders H (1984) Concepts and applications of finite element analysis (2nd Edition. J Press Vessel Technol 106:127–127 (https://asmedigitalcollection.asme.org/pressurevesseltech/article/106/1/127/421328/Concepts-and-Applications-of-Finite-Element)
Gao X-W, Gao L-F, Zhang Y, Cui M, Lv J (2019) Free element collocation method: A new method combining advantages of finite element and mesh free methods. Comput Struct 215:10–26 (https://linkinghub.elsevier.com/retrieve/pii/S0045794918313488)
Gerstmayr J, Sugiyama H, Mikkola A (2013) Review on the absolute nodal coordinate formulation for large deformation analysis of multibody systems. J Comput Nonlinear Dyn 8:031016 (https://asmedigitalcollection.asme.org/computationalnonlinear/article/doi/10.1115/1.4023487/474381/Review-on-the-Absolute-Nodal-Coordinate)
Ghannadi P et al (2023) Finite element model updating and damage identification using semi-rigidly connected frame element and optimization procedure: An experimental validation. Structures 50:1173–1190 (https://linkinghub.elsevier.com/retrieve/pii/S2352012423001662)
Hadjesfandiari AR, Dargush GF (2011) Couple stress theory for solids. Int J Solids Struct 48:2496–2510 (https://linkinghub.elsevier.com/retrieve/pii/S0020768311001727)
Hu S, Xu J, Liu X, Yan M (2019) Eight-node nonconforming hexahedral element based on reverse adjustment to patch test for solids, beams, plates, and shells. Int J Numer Meth Eng 119:361–382 (https://onlinelibrary.wiley.com/doi/10.1002/nme.6053)
Hua X, To CWS (2007) Simple and efficient tetrahedral finite elements with rotational degrees of freedom for solid modeling. J Comput Inf Sci Eng 7:382–393 (https://asmedigitalcollection.asme.org/computingengineering/article/7/4/382/475233/Simple-and-Efficient-Tetrahedral-Finite-Elements)
Karpik A, Cosco F, Mundo D (2023) Higher-order hexahedral finite elements for structural dynamics: a comparative review. Machines 11:326 (https://www.mdpi.com/2075-1702/11/3/326)
Krysl P (2016) Mean-strain 8-node hexahedron with optimized energy-sampling stabilization. Finite Elem Anal Des 108:41–53 (https://linkinghub.elsevier.com/retrieve/pii/S0168874X15001432)
Li H-G, Cen S, Cen Z-Z (2008) Hexahedral volume coordinate method (HVCM) and improvements on 3D Wilson hexahedral element. Comput Methods Appl Mech Eng 197:4531–4548 (https://linkinghub.elsevier.com/retrieve/pii/S004578250800220X)
Ling Y et al (2023) Numerical prediction of microstructure and hardness for low carbon steel wire arc additive manufacturing components. Simul Model Pract Theory 122:102664 (https://linkinghub.elsevier.com/retrieve/pii/S1569190X22001344)
Long Z, Li J, Cen S, Long Y (1999) Some basic formulae for area co-ordinates in quadrilateral elements. Commun Numer Methods Eng 15:841–852 (https://onlinelibrary.wiley.com/doi/10.1002/(SICI)1099-0887(199912)15:12<841::AID-CNM290%3e3.0.CO;2-A)
Long Y, Li J, Long Z, Cen S (1999) Area co-ordinates used in quadrilateral elements. Commun Numer Methods Eng 15:533–545 (https://onlinelibrary.wiley.com/doi/10.1002/(SICI)1099-0887(199908)15:8<533::AID-CNM265%3e3.0.CO;2-D)
Lu H et al (2023) Multi-scale analysis method for composite-metal hybrid truss nodes using the MPC-submodel approach. Structures 58:105419 (https://linkinghub.elsevier.com/retrieve/pii/S2352012423015072)
Lu D, Zhang M, Yang Z (2023) A relaxed MPC method for non-rigid shell to solid coupling. J Phys: Conf Ser 2528:012064. https://doi.org/10.1088/1742-6596/2528/1/012064
Macneal RH, Harder RL (1985) A proposed standard set of problems to test finite element accuracy. Finite Elem Anal Des 1:3–20 (https://linkinghub.elsevier.com/retrieve/pii/0168874X85900034)
Meftah K, Ayad R, Hecini M (2013) A new 3D 6-node solid finite element based upon the “space fibre rotation’’ concept. Eur J Comput Mech 22:1–29
Meftah K, Sedira L, Zouari W, Ayad R, Hecini M (2015) A multilayered 3D hexahedral finite element with rotational DOFs. Eur J Comput Mech 24:107–128 (https://www.tandfonline.com/doi/full/10.1080/17797179.2015.1089462)
Nguyen KD, Thanh C-L, Vogel F, Nguyen-Xuan H, Abdel-Wahab M (2022) Crack propagation in quasi-brittle materials by fourth-order phase-field cohesive zone model. Theoret Appl Fract Mech 118:103236 (https://linkinghub.elsevier.com/retrieve/pii/S0167844221003311)
Nodargi NA, Caselli F, Artioli E, Bisegna P (2016) A mixed tetrahedral element with nodal rotations for large-displacement analysis of inelastic structures: a mixed tetrahedral element with nodal rotations. Int J Numer Meth Eng 108:722–749 (https://onlinelibrary.wiley.com/doi/10.1002/nme.5232)
Otsuka, K., Makihara, K. & Sugiyama, H. Recent advances in the absolute nodal coordinate formulation: literature review from 2012 to 2020. J Comput Nonlinear Dyn 17, 080803 (2022). https://asmedigitalcollection.asme.org/computationalnonlinear/article/17/8/080803/1139540/Recent-Advances-in-the-Absolute-Nodal-Coordinate
Pawlak TP, Yunus SM, Cook RD (1991) Solid elements with rotational degrees of freedom: Part II-tetrahedron elements. Int J Numer Meth Eng 31:593–610 (https://onlinelibrary.wiley.com/doi/10.1002/nme.1620310311)
Shabana A, Mikkola A (2003) On the use of the degenerate plate and the absolute nodal co-ordinate formulations in multibody system applications. J Sound Vib 259:481–489 (https://linkinghub.elsevier.com/retrieve/pii/S0022460X02951564)
Shang Y, Li C, Jia K (2020) 8-node hexahedral unsymmetric element with rotation degrees of freedom for modified couple stress elasticity. Int J Numer Meth Eng 121:2683–2700 (https://onlinelibrary.wiley.com/doi/10.1002/nme.6325)
Shang Y, Mao Y-H, Cen S, Li C-F (2021) Generalized conforming Trefftz element for size-dependent analysis of thin microplates based on the modified couple stress theory. Eng Anal Bound Elem 125:46–58 (https://linkinghub.elsevier.com/retrieve/pii/S0955799721000138)
Simo J, Armero F, Taylor R (1993) Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems. Comput Methods Appl Mech Eng 110:359–386 (https://linkinghub.elsevier.com/retrieve/pii/004578259390215J)
Sze KY, Ghali A (1993) A hybrid brick element with rotational degrees of freedom. Comput Mech 12:147–163 (http://link.springer.com/10.1007/BF00371990)
Sze KY, Pan YS (2000) Hybrid stress tetrahedral elements with Allman’s rotational D.O.F.s. Int J Numer Meth Eng 48:1055–1070 (https://onlinelibrary.wiley.com/doi/10.1002/(SICI)1097-0207(20000710)48:7$<$1055::AID-NME916$%3e$3.0.CO;2-P)
Vu-Huu T, Le-Thanh C, Nguyen-Xuan H, Abdel-Wahab M (2022) Polygonal finite element for two-dimensional lid-driven cavity flow. Comput Mater Contin 70:4217–4239 (https://www.techscience.com/cmc/v70n3/44991)
Wang M (2001) On the necessity and sufficiency of the patch test for convergence of nonconforming finite elements. SIAM J Numer Anal 39:363–384 (http://epubs.siam.org/doi/10.1137/S003614299936473X)
Wang Y, Shi G (2017) Simple and accurate eight-node and six-node solid-shell elements with explicit element stiffness matrix based on quasi-conforming element technique. Int J Appl Mech 09:1750012 (https://www.worldscientific.com/doi/abs/10.1142/S1758825117500120)
Wilson E, Taylor R, Doherty W, Ghaboussi J (1973) Incompatible displacement models pp 43–57. Elsevier, Amsterdam (1973). https://linkinghub.elsevier.com/retrieve/pii/B9780122532504500087
Yang H, Dong C, Wu Y, Dai R (2021) Mixed dimensional isogeometric FE-BE coupling analysis for solid-shell structures. Comput Methods Appl Mech Eng 382:113841 (https://linkinghub.elsevier.com/retrieve/pii/S004578252100178X)
Yunus SM, Pawlak TP, Cook RD (1991) Solid elements with rotational degrees of freedom: Part 1-hexahedron elements. Int J Numer Meth Eng 31:573–592 (https://onlinelibrary.wiley.com/doi/10.1002/nme.1620310310)
Zhou P-L, Cen S, Huang J-B, Li C-F, Zhang Q (2017) An unsymmetric 8-node hexahedral element with high distortion tolerance: unsymmetric 8-node hexahedral element with high distortion tolerance. Int J Numer Meth Eng 109:1130–1158 (https://onlinelibrary.wiley.com/doi/10.1002/nme.5318)
Zouari W, Hammadi F, Assarar M, Ayad R (2018) Updated Lagrangian formulations of two hexahedral elements with rotational DOFs. Eur J Comput Mech 27:143–162 (https://www.tandfonline.com/doi/full/10.1080/17797179.2018.1484203)
Acknowledgements
This work was supported by the National Natural Science Foundation of China (Grant No. U20A6004), the National Key R &D Program of China (Grant No. 2022YFB4701001), the Guangzhou Science and Technology Plan Project (Grant No. 202201010277). The authors greatly acknowledge the financial support.
Author information
Authors and Affiliations
Corresponding authors
Ethics declarations
Conflict of interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Huang, G., Li, H., Lu, Y. et al. Hexahedral Solid Element with Rotational Degrees of Freedom Based on a Novel Trail-Correction Displacement Interpolation Scheme. Iran J Sci Technol Trans Mech Eng (2024). https://doi.org/10.1007/s40997-024-00763-0
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s40997-024-00763-0