2016
DOI: 10.1016/j.tws.2016.07.016
|View full text |Cite
|
Sign up to set email alerts
|

A weighted extended B-spline solver for bending and buckling of stiffened plates

Abstract: The weighted extended B-spline method [Höllig (2003)] is applied to bending and buckling problems of plates with different shapes and stiffener arrangements. The discrete equations are obtained from the energy contributions of the different components constituting the system by means of the Rayleigh-Ritz approach. The pre-buckling or plane stress is computed by means of Airy's stress function. A boundary data extension algorithm for the weighted extended Bspline method is derived in order to solve for inhomoge… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
3
0

Year Published

2017
2017
2018
2018

Publication Types

Select...
2

Relationship

0
2

Authors

Journals

citations
Cited by 2 publications
(3 citation statements)
references
References 43 publications
0
3
0
Order By: Relevance
“…(49) have to be rearranged accordingly. Hence, one may write (51) The coupling between the membrane and bending deformations is very strong and is realised by the stiffness matrix [K], Eq. (37).…”
Section: Finite Strip Equationmentioning
confidence: 99%
See 1 more Smart Citation
“…(49) have to be rearranged accordingly. Hence, one may write (51) The coupling between the membrane and bending deformations is very strong and is realised by the stiffness matrix [K], Eq. (37).…”
Section: Finite Strip Equationmentioning
confidence: 99%
“…Due to this advantage, the method is widely used in the structural analysis of engineering structures. Some recent publications on different problems are included in the reference list [47][48][49][50][51][52][53][54][55]. All the articles are published in the Thin-Walled Structures journal as a major forum for the development of the finite strip method.…”
Section: Introductionmentioning
confidence: 99%
“…Usually, extended B-spline applications are tailored to the uniform case, e.g. [1,31,34,37], most likely because this simplifies the construction. However, the concept is by no means restricted to uniform parameter spaces.…”
Section: Introductionmentioning
confidence: 99%