2017
DOI: 10.1007/978-3-319-70987-1_109
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Comparative Analysis of the Simplest Finite Elements of Plates in Bending

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Cited by 6 publications
(3 citation statements)
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“…, and vectors V ��⃗ ,1 и V ��⃗ ,2 are determined by differentiation ( 14), taking into account (10) and (11).…”
Section: The Geometry Of the Shellmentioning
confidence: 99%
See 1 more Smart Citation
“…, and vectors V ��⃗ ,1 и V ��⃗ ,2 are determined by differentiation ( 14), taking into account (10) and (11).…”
Section: The Geometry Of the Shellmentioning
confidence: 99%
“…The formation of the stiffness matrix and the column of nodal loads in the quadrangular finite element at the loading step is carried out on the basis of the equality of external and internal forces at the possible movement [11][12]…”
Section: Stiffness Matrix At the Loading Stepmentioning
confidence: 99%
“…The theory of thin shells is widely used [1][2][3][4][5][6]. Due to difficulties in obtaining analytical solutions based on the theory of shells for the designed thin-walled elements, numerical methods have become widespread [7][8][9][10]. The action of external loads in the presence of shell meridian branching can cause plastic deformations.…”
Section: Introductionmentioning
confidence: 99%