Our system is currently under heavy load due to increased usage. We're actively working on upgrades to improve performance. Thank you for your patience.
2018
DOI: 10.1016/j.compstruct.2017.09.085
|View full text |Cite
|
Sign up to set email alerts
|

Effect of bending-twisting coupling on the compression and shear buckling strength of infinitely long plates

Abstract: This article describes the development of closed form polynomial equations for compression and shear buckling to assess the effect of Bending-Twisting coupling on infinitely long laminated plates with simply supported edges. The equations are used to generate contour maps, representing non-dimensional buckling factors, which are superimposed on the lamination parameter design spaces for laminates with standard ply orientations. The contour maps are applicable to two recently developed databases containing symm… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

2
14
1

Year Published

2019
2019
2023
2023

Publication Types

Select...
5
1

Relationship

3
3

Authors

Journals

citations
Cited by 19 publications
(20 citation statements)
references
References 13 publications
2
14
1
Order By: Relevance
“…7. The relationships are similar to those for standard carbon/epoxy layers, but the degradation in buckling load is significantly lower than for standard ply thickness, due to the elimination of Bending-Twisting coupling [30].…”
Section: Thin-ply Techniquesupporting
confidence: 61%
“…7. The relationships are similar to those for standard carbon/epoxy layers, but the degradation in buckling load is significantly lower than for standard ply thickness, due to the elimination of Bending-Twisting coupling [30].…”
Section: Thin-ply Techniquesupporting
confidence: 61%
“…Some new insights into the relative buckling strength with respect to lamination parameter design spaces are provided, by way of an introduction to an accompanying article [10], which explores in detail the effect of Bending-Twisting coupling on compression and shear buckling strength, and is applicable to the data presented here, as well as to data for Extension-Shearing and Bending-Twisting coupled laminates.…”
Section: Bending-twisting Coupling Is Generally Known To Results In Wementioning
confidence: 99%
“…These Note that ply contiguity  2 is an enforced constraint by virtue of the NCF architecture, i.e., the number of adjacent plies with the same orientation can never exceed 2. Column material strength constraints can be related to the extensional lamination parameters, whilst buckling strength can be related to the bending lamination parameters, which is discussed in more detail elsewhere [15]. One set of tapered designs, originating from the single (nNCF =) 5 layer design, and corresponding to one of (nNCF =) 7 layer designs, is illustrated in Figs 5 and 6.…”
Section: Resultsmentioning
confidence: 99%
“…However, the limited number of designs for UD material, which are further reduced in the NCF designs of Tables 2 and 3, necessitates the use of Extension-Shearing and Bending-Twisting coupled designs, as previously considered by Baker[21]. The effect on buckling strength of Bending-Twisting coupling is discussed elsewhere[11,12,15], but detrimental effects can be eliminated to a large extent my minimizing D c   . Such designs are readily determined from the lamination parameter design spaces.…”
mentioning
confidence: 99%