2011
DOI: 10.1016/j.compstruct.2010.08.031
|View full text |Cite
|
Sign up to set email alerts
|

A new FE model based on higher order zigzag theory for the analysis of laminated sandwich beam with soft core

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

3
52
0
1

Year Published

2012
2012
2023
2023

Publication Types

Select...
9
1

Relationship

1
9

Authors

Journals

citations
Cited by 66 publications
(56 citation statements)
references
References 35 publications
3
52
0
1
Order By: Relevance
“…Frostig [15], Plagianakos and Saravanos [16], Zhen and Wanji [17], Elmalich and Rabinovitch [18] and Giunta et al [19]). An extensive discussion of the techniques used by these models to account for the layerwise effects, extensive assessments of their structural performances and of related finite element models are given among many others in the recent papers by Matsunaga [20] and Chakrabarti et al [21]. The crucial point is whether HLW models have a number of unknowns that depends or not on the number of physical or computational layers, as this determines accuracy and computational costs.…”
Section: Introductionmentioning
confidence: 99%
“…Frostig [15], Plagianakos and Saravanos [16], Zhen and Wanji [17], Elmalich and Rabinovitch [18] and Giunta et al [19]). An extensive discussion of the techniques used by these models to account for the layerwise effects, extensive assessments of their structural performances and of related finite element models are given among many others in the recent papers by Matsunaga [20] and Chakrabarti et al [21]. The crucial point is whether HLW models have a number of unknowns that depends or not on the number of physical or computational layers, as this determines accuracy and computational costs.…”
Section: Introductionmentioning
confidence: 99%
“…In this paper an attempt is made to do the stability analysis of laminated sandwich beam having soft compressible core based on higher order zigzag theory by using a C 0 beam finite element model recently developed by the authors [1]. The model satisfies the transverse shear stress continuity conditions at the layer interfaces and the conditions of zero transverse shear stress at the top and bottom of the beam.…”
Section: Introductionmentioning
confidence: 99%
“…An extensive discussion of structural models used in the simulations and extensive assessments of their performances are given by Chakrabarti et al (2011), Chen and Wu (2008), Kreja (2001), Zhang and Yang (2009), Tahani (2007) and Matsunaga (2004).…”
Section: Introductionmentioning
confidence: 99%