Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions

For the first time, the bending analysis of a double curved sandwich panel was presented which was subjected to point load, uniform distributed load on a patch, and harmonic distributed loads and was based on a new improved higher order sandwich panel theory. Since the cross-sectional warping was ac...

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Main Authors: K. Malekzadeh Fard, M. Livani, A. veisi, M. Gholami
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014000900006&lng=en&tlng=en
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spelling doaj-55d60ccec2564c94bd02ebae418d449a2020-11-25T01:38:54ZengMarcílio AlvesLatin American Journal of Solids and Structures1679-78251191591161410.1590/S1679-78252014000900006S1679-78252014000900006Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditionsK. Malekzadeh Fard0M. Livani1A. veisi2M. Gholami3Malek Ashtar University of TechnologyMalek Ashtar University of TechnologyMalek Ashtar University of TechnologyMalek Ashtar University of TechnologyFor the first time, the bending analysis of a double curved sandwich panel was presented which was subjected to point load, uniform distributed load on a patch, and harmonic distributed loads and was based on a new improved higher order sandwich panel theory. Since the cross-sectional warping was accurately modeled by this theory, it did not require any shear correction factor. Also, the present analysis incorporated trapezoidal shape factor (the 1+z/R terms) of a curved panel element. Geometry was used for the consideration of different radii curvatures of the face sheets, while the core was unique. Unlike most of other reference works, the core can have non-uniform thickness. The governing equations were derived by the principle of minimum potential energy. The effects of types of boundary conditions, types of applied loads, core to panel, and radii curvatures ratios on the bending response were also studied.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014000900006&lng=en&tlng=enBendingPoint loadUniform distributed loadDoubly curvedImproved higher order theory
collection DOAJ
language English
format Article
sources DOAJ
author K. Malekzadeh Fard
M. Livani
A. veisi
M. Gholami
spellingShingle K. Malekzadeh Fard
M. Livani
A. veisi
M. Gholami
Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
Latin American Journal of Solids and Structures
Bending
Point load
Uniform distributed load
Doubly curved
Improved higher order theory
author_facet K. Malekzadeh Fard
M. Livani
A. veisi
M. Gholami
author_sort K. Malekzadeh Fard
title Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_short Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_full Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_fullStr Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_full_unstemmed Improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
title_sort improved high-order bending analysis of double curved sandwich panels subjected to multiple loading conditions
publisher Marcílio Alves
series Latin American Journal of Solids and Structures
issn 1679-7825
description For the first time, the bending analysis of a double curved sandwich panel was presented which was subjected to point load, uniform distributed load on a patch, and harmonic distributed loads and was based on a new improved higher order sandwich panel theory. Since the cross-sectional warping was accurately modeled by this theory, it did not require any shear correction factor. Also, the present analysis incorporated trapezoidal shape factor (the 1+z/R terms) of a curved panel element. Geometry was used for the consideration of different radii curvatures of the face sheets, while the core was unique. Unlike most of other reference works, the core can have non-uniform thickness. The governing equations were derived by the principle of minimum potential energy. The effects of types of boundary conditions, types of applied loads, core to panel, and radii curvatures ratios on the bending response were also studied.
topic Bending
Point load
Uniform distributed load
Doubly curved
Improved higher order theory
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014000900006&lng=en&tlng=en
work_keys_str_mv AT kmalekzadehfard improvedhighorderbendinganalysisofdoublecurvedsandwichpanelssubjectedtomultipleloadingconditions
AT mlivani improvedhighorderbendinganalysisofdoublecurvedsandwichpanelssubjectedtomultipleloadingconditions
AT aveisi improvedhighorderbendinganalysisofdoublecurvedsandwichpanelssubjectedtomultipleloadingconditions
AT mgholami improvedhighorderbendinganalysisofdoublecurvedsandwichpanelssubjectedtomultipleloadingconditions
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