2019
DOI: 10.1007/s11012-019-01087-z
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An improved quadrilateral finite element for nonlinear second-order strain gradient elastic Kirchhoff plates

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Cited by 9 publications
(3 citation statements)
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“…Equations (19)(20)(21)(22) are written in matrix form as w h e re Z = [w, θ x , V x , M x ] T i s re fe r re d t o a s t h e s t at e ve c t or ; H = F G Q −F T , w i t h…”
Section: Governing Equation For Bending Buckling and Free Vibration Of Nanoplates In The Hamiltonian Systemmentioning
confidence: 99%
See 1 more Smart Citation
“…Equations (19)(20)(21)(22) are written in matrix form as w h e re Z = [w, θ x , V x , M x ] T i s re fe r re d t o a s t h e s t at e ve c t or ; H = F G Q −F T , w i t h…”
Section: Governing Equation For Bending Buckling and Free Vibration Of Nanoplates In The Hamiltonian Systemmentioning
confidence: 99%
“…reported finite element formulations for nonlocal elastic Euler-Bernoulli beam and Kirchhoff plate, and analyzed bending, vibration, and buckling of simply supported nonlocal plates. Bahu and Patel 21 developed an improved quadrilateral finite element for nonlinear second-order strain gradient elastic Kirchhoff plates based on the nonlocal theory. Necira 22 developed the hierarchical finite element method for size-dependent free vibration analysis of Mindlin nano-plates with curvilinear plan-forms.…”
mentioning
confidence: 99%
“…Recently, there is considerable effort regarding the development of finite element formulations for size-dependent theories using Kirchhoff plates. Babu and Patel [50,51] developed a quadrilateral Kirchhoff plate element for second-order strain gradient theory proposed by Ru and Aifantis [52,53]. Beheshti [54] used the same formulation to develop four types of rectangular elements with different nodal degree of freedoms.…”
Section: Introductionmentioning
confidence: 99%