2010
DOI: 10.1016/j.compstruct.2010.04.010
|View full text |Cite
|
Sign up to set email alerts
|

Stress around square and rectangular cutouts in symmetric laminates

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

0
17
0

Year Published

2016
2016
2023
2023

Publication Types

Select...
5
1

Relationship

0
6

Authors

Journals

citations
Cited by 74 publications
(17 citation statements)
references
References 10 publications
0
17
0
Order By: Relevance
“…The angle α is created by the principal directions of symmetry, as well as the loading direction. By solving basic equation 14which is characteristic by equation 15 We carry out the transformation of the complex parameters for different angles α and according to relations (16) we calculate σ /p. Results of the calculations for the observed materials are given in Tables 5 and 6, graphic representation σ /p for two mentioned basic cases is in Graphs 2a and 2c.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…The angle α is created by the principal directions of symmetry, as well as the loading direction. By solving basic equation 14which is characteristic by equation 15 We carry out the transformation of the complex parameters for different angles α and according to relations (16) we calculate σ /p. Results of the calculations for the observed materials are given in Tables 5 and 6, graphic representation σ /p for two mentioned basic cases is in Graphs 2a and 2c.…”
Section: Resultsmentioning
confidence: 99%
“…It can be said that the stress distribution around constructional holes is affected, in particular, by the material properties [12], but also by aspects as: the shape of a used joint, the distance of fasteners from the edges of structural members as well as by structural member thickness [13][14][15][16][17].…”
Section: Introductionmentioning
confidence: 99%
“…where A j are determined by applying the boundary conditions in Eqs. (9) for the first step of the solution [8]. By using the potential function obtained in the first step, the membrane forces f x and f y and the normal bending moment m(s) can be calculated in the cutout boundary [17] and it is assumed that these loads are subjected to points located on the edge of a fictitious cutout.…”
Section: Analytical Solutionmentioning
confidence: 99%
“…Then, the boundary conditions in the second step can be obtained as below [17]: Similarly, by using Eqs. (9) and taking stress resultants and moment restants in terms of the potential functions related to the second step (ϕ j 2 (z j )), the membrane forces and the normal bending moment can be determined in terms of ϕ j 2 (z j ). By putting the obtained results in Eqs.…”
Section: Analytical Solutionmentioning
confidence: 99%
See 1 more Smart Citation