2000
DOI: 10.1201/9781482285666
|View full text |Cite
|
Sign up to set email alerts
|

Variational and Potential Methods in the Theory of Bending of Plates with Transverse Shear Deformation

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
19
0

Year Published

2004
2004
2015
2015

Publication Types

Select...
5
1

Relationship

2
4

Authors

Journals

citations
Cited by 36 publications
(19 citation statements)
references
References 0 publications
0
19
0
Order By: Relevance
“…,ω (S − ) and according to (42) a i+ (u + , w + − v + ) = 0 and a i− (u − , w − − v − ) = 0. Let us recall the properties of Poincaré-Steklov operators, discussed in details in [23].…”
Section: The Poincaré -Steklov Operatorsmentioning
confidence: 99%
See 1 more Smart Citation
“…,ω (S − ) and according to (42) a i+ (u + , w + − v + ) = 0 and a i− (u − , w − − v − ) = 0. Let us recall the properties of Poincaré-Steklov operators, discussed in details in [23].…”
Section: The Poincaré -Steklov Operatorsmentioning
confidence: 99%
“…Chudinovich and Constanda in [23] suggested that the boundary value problems arising in the bending of plates be formulated in a weak (Sobolev) space setting. Later this approach was successfully used for various problems of plane and anti-plane Cosserat elasticity, [24][25][26][27].…”
Section: Introductionmentioning
confidence: 99%
“…Let S 6 be a domain bounded by a closed C 2 -surface 7 S, S 8 3 R 3 4S 6 7 S5.…”
Section: Preliminariesmentioning
confidence: 99%
“…In spite of the fact that the methods used are extremely complicated (mathematically) they seem to be very effective and give very good results for applications. In [9][10][11] the results obtained in [8] have been extended to the investigation of boundary value problems for cracks in micropolar media by Shmoylova and Potapenko. In this paper, using the results obtained in [9][10][11], we formulate the boundary value problems for infinite domain which contains a crack in the case of three-dimensional elasticity when displacements or stresses are prescribed along the two sides of the crack in Sobolev spaces, show well-posedness and solvability of these problems and prove the uniqueness theorems.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation