Kirchhoff–Love shells within strain gradient elasticity : Weak and strong formulations and an H3-conforming isogeometric implementation

A strain gradient elasticity model for shells of arbitrary geometry is derived for the first time. The Kirchhoff-Love shell kinematics is employed in the context of a one-parameter modification of Mindlin's strain gradient elasticity theory. The weak form of the static boundary value problem of the generalized shell model is formulated within an H-3 Sobolev space setting incorporating first-, second- and third-order derivatives of the displacement variables. The strong form governing equations with a complete set of boundary conditions are derived via the principle of virtual work. A detailed description focusing on the non-standard features of the implementation of the corresponding Galerkin discretizations is provided. The numerical computations are accomplished with a conforming isogeometric method by adopting C-P(-1)-continuous NURBS basis functions of order p >= 3. Convergence studies and comparisons to the corresponding three-dimensional solid element simulation verify the shell element implementation. Numerical results demonstrate the crucial capabilities of the non-standard shell model: capturing size effects and smoothening stress singularities. (C) 2018 Elsevier B.V. All rights reserved.

Keywords

Convergence, Isogeometric analysis, Kirchhoff–Love shell, Size effects, Strain gradient elasticity, Stress singularities

DOI

10.1016/j.cma.2018.10.006

Citation

Balobanov , V , Kiendl , J , Khakalo , S & Niiranen , J 2019 , ' Kirchhoff–Love shells within strain gradient elasticity : Weak and strong formulations and an H3-conforming isogeometric implementation ' , Computer Methods in Applied Mechanics and Engineering , vol. 344 , pp. 837-857 . https://doi.org/10.1016/j.cma.2018.10.006

Permanent link to this item

https://urn.fi/URN:NBN:fi:aalto-201812106329

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[article-cris] Insinööritieteiden korkeakoulu / ENG

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