Buckling analysis of moderately thick composite plates and plate structures using an exact finite strip

Ovesy, H.R.; Ghannadpour, S.A.M.; Zia-Dehkordi, E.

doi:10.1016/j.compstruct.2012.08.009

Cited by 23 publications

(10 citation statements)

References 13 publications

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“…Zhou [84] showed that the effect of shear lag on the redistribution of internal forces in indeterminate boxgirder bridges is too small to be neglected and that the calculated accuracy for internal forces by using the general finite-element method (excluding the shear lag effect) can satisfy the requirement of engineering application. Zhang [90]. FSM can, therefore, be regarded as a degenerate form of FEM which is used to primarily model the response of prism-like structures such as plates and solids [91].…”

Section: Folded Plate Methodsmentioning

confidence: 99%

Review of Elastic Analysis of Box Girder Bridges

Ezeokpube

2014

Nig. J. Tech.

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The The The The importance of thin importance of thin importance of thin importance of thin-walled box girder bridges has attracted the attention of researchers since the last five walled box girder bridges has attracted the attention of researchers since the last five walled box girder bridges has attracted the attention of researchers since the last five walled box girder bridges has attracted the attention of researchers since the last five decades. A lot of literature has dealt with the analytical formulations as well as experimental investigations. Field decades. A lot of literature has dealt with the analytical formulations as well as experimental investigations. Field decades. A lot of literature has dealt with the analytical formulations as well as experimental investigations. Field decades. A lot of literature has dealt with the analytical formulations as well as experimental investigations. Field studies have increased tremend studies have increased tremend studies have increased tremend studies have increased tremendously in the last decade. So far the agreement between the analytical and ously in the last decade. So far the agreement between the analytical and ously in the last decade. So far the agreement between the analytical and ously in the last decade. So far the agreement between the analytical and experimental results has been excellent and, therefore, has made it possible to augment a limited number of experimental results has been excellent and, therefore, has made it possible to augment a limited number of experimental results has been excellent and, therefore, has made it possible to augment a limited number of experimental results has been excellent and, therefore, has made it possible to augment a limited number of experimental tests with hundreds of analytical studies. Highlights of rese experimental tests with hundreds of analytical studies. Highlights of rese experimental tests with hundreds of analytical studies. Highlights of rese been presented in this review. Subjects discussed include: (1) Thin been presented in this review.

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Section: Folded Plate Methodsmentioning

confidence: 99%

Review of Elastic Analysis of Box Girder Bridges

Ezeokpube

2014

Nig. J. Tech.

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“…Hence the knowledge of stability characteristics of FGM plates is of much practical importance for the design of plates. From the references, it is observed that the buckling and postbuckling characteristics of isotropic and composite plates have received considerable attention of the researchers [8][9][10][11][12][13][14][15]. If the periodic load is compressive, resonance or instability can usually occur even if the magnitude of the load is below the static critical buckling load of the structure.…”

Section: Introductionmentioning

confidence: 98%

A four-variable refined plate theory for dynamic stability analysis of S-FGM plates based on physical neutral surface

Han

Park

Jung

2015

Composite Structures

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“…Ovesy et al [22] have developed a new exact finite strip for investigating the buckling behaviour of the moderately thick composite plates and plate structures based on FSDT. In this method the Von-Karman's equilibrium set of equations has been solved analytically and the buckling mode shapes has been found with very high accuracy.…”

Section: Introductionmentioning

confidence: 99%