Local Failure Modes and Critical Buckling Loads of a Meta-Functional Auxetic Sandwich Core for Composite Bridge Bearing Applications

This paper presents a novel meta-functional auxetic unit (MFAU) cell designed to improve performance and weight ratio for structural bridge bearing applications. Numerical investigations were conducted using three-dimensional finite element models validated by experimental results. The validated mod...

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Autores principales: Pasakorn Sengsri, Sakdirat Kaewunruen
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:5fad349646214e858cd605c1f12c94d02021-11-25T16:39:14ZLocal Failure Modes and Critical Buckling Loads of a Meta-Functional Auxetic Sandwich Core for Composite Bridge Bearing Applications10.3390/app1122108442076-3417https://doaj.org/article/5fad349646214e858cd605c1f12c94d02021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/22/10844https://doaj.org/toc/2076-3417This paper presents a novel meta-functional auxetic unit (MFAU) cell designed to improve performance and weight ratio for structural bridge bearing applications. Numerical investigations were conducted using three-dimensional finite element models validated by experimental results. The validated models were exposed to compression and buckling actions to identify structural failure modes, with special attention placed on the global behaviours of the meta-functional auxetic (MFA) composite bridge bearing. This bearing uses an unprecedented auxetic sandwich core design consisting of multiple MFAU cells. Numerical predictions of the elastic local critical buckling loads of the MFAU cell were in excellent agreement with both the analytical and experimental results, with an observed discrepancy of less than 1%. These results demonstrate that local buckling failures of MFAU cells can potentially be incurred prior to yielding under compression due to their slenderness ratios. Surprisingly, the designed sandwich core used in the MFA composite bridge bearing model can mimic an auxetic structure with significant crashworthiness, implying that this novel core composite structure can be tailored for structural bridge bearing applications. Parametric studies were thus carried out in order to enrich our insight into the MFA composite elements. These insights, stemming from both experimental and numerical studies, enable a novel design paradigm for MFAU that can significantly enhance the structural performance of MFA composite bridge bearings in practice.Pasakorn SengsriSakdirat KaewunruenMDPI AGarticlemeta-functional auxetic unit (MFAU) celllocal failure modesauxetic behaviourTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10844, p 10844 (2021)
institution DOAJ
collection DOAJ
language EN
topic meta-functional auxetic unit (MFAU) cell
local failure modes
auxetic behaviour
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle meta-functional auxetic unit (MFAU) cell
local failure modes
auxetic behaviour
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Pasakorn Sengsri
Sakdirat Kaewunruen
Local Failure Modes and Critical Buckling Loads of a Meta-Functional Auxetic Sandwich Core for Composite Bridge Bearing Applications
description This paper presents a novel meta-functional auxetic unit (MFAU) cell designed to improve performance and weight ratio for structural bridge bearing applications. Numerical investigations were conducted using three-dimensional finite element models validated by experimental results. The validated models were exposed to compression and buckling actions to identify structural failure modes, with special attention placed on the global behaviours of the meta-functional auxetic (MFA) composite bridge bearing. This bearing uses an unprecedented auxetic sandwich core design consisting of multiple MFAU cells. Numerical predictions of the elastic local critical buckling loads of the MFAU cell were in excellent agreement with both the analytical and experimental results, with an observed discrepancy of less than 1%. These results demonstrate that local buckling failures of MFAU cells can potentially be incurred prior to yielding under compression due to their slenderness ratios. Surprisingly, the designed sandwich core used in the MFA composite bridge bearing model can mimic an auxetic structure with significant crashworthiness, implying that this novel core composite structure can be tailored for structural bridge bearing applications. Parametric studies were thus carried out in order to enrich our insight into the MFA composite elements. These insights, stemming from both experimental and numerical studies, enable a novel design paradigm for MFAU that can significantly enhance the structural performance of MFA composite bridge bearings in practice.
format article
author Pasakorn Sengsri
Sakdirat Kaewunruen
author_facet Pasakorn Sengsri
Sakdirat Kaewunruen
author_sort Pasakorn Sengsri
title Local Failure Modes and Critical Buckling Loads of a Meta-Functional Auxetic Sandwich Core for Composite Bridge Bearing Applications
title_short Local Failure Modes and Critical Buckling Loads of a Meta-Functional Auxetic Sandwich Core for Composite Bridge Bearing Applications
title_full Local Failure Modes and Critical Buckling Loads of a Meta-Functional Auxetic Sandwich Core for Composite Bridge Bearing Applications
title_fullStr Local Failure Modes and Critical Buckling Loads of a Meta-Functional Auxetic Sandwich Core for Composite Bridge Bearing Applications
title_full_unstemmed Local Failure Modes and Critical Buckling Loads of a Meta-Functional Auxetic Sandwich Core for Composite Bridge Bearing Applications
title_sort local failure modes and critical buckling loads of a meta-functional auxetic sandwich core for composite bridge bearing applications
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/5fad349646214e858cd605c1f12c94d0
work_keys_str_mv AT pasakornsengsri localfailuremodesandcriticalbucklingloadsofametafunctionalauxeticsandwichcoreforcompositebridgebearingapplications
AT sakdiratkaewunruen localfailuremodesandcriticalbucklingloadsofametafunctionalauxeticsandwichcoreforcompositebridgebearingapplications
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