CFRP蜂窝夹层结构板埋件集群区域的热应力失效模式分析及补强设计.docx 立即下载
2024-11-29
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CFRP蜂窝夹层结构板埋件集群区域的热应力失效模式分析及补强设计.docx

CFRP蜂窝夹层结构板埋件集群区域的热应力失效模式分析及补强设计.docx

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CFRP蜂窝夹层结构板埋件集群区域的热应力失效模式分析及补强设计
Introduction
Theuseofcarbonfiberreinforcedpolymer(CFRP)compositeshasbeenincreasinginvariousindustries,includingaerospaceandautomotive,duetotheirhighstrength-to-weightratio,corrosionresistance,anddurability.However,whendesigningcompositestructures,itisimportanttoconsidertheeffectsofenvironmentalfactorssuchastemperature,whichcancausethermalstressesthatcanleadtofailure.
Inthispaper,wewillanalyzethethermalstressfailuremodeofaclusteredregionofembeddedcomponentsinaCFRPhoneycombsandwichstructureandprovideareinforcementdesigntoimproveitsperformance.
ThermalStressFailureAnalysis
Underthermalloading,thetemperaturedifferencebetweentheembeddedcomponentandthesurroundingCFRPlaminatecausesdifferentialthermalexpansion,resultinginthermalstressesthatcanexceedthematerial'sstrengthandcausefailure.Thefailuremodesincludematrixcracking,delamination,andfiberbreakage.
Todeterminethethermalstressdistributionandfailuremodes,finiteelementanalysis(FEA)wasperformedusingANSYSsoftware.ThemodelconsistedofaquarterofthesandwichstructurewithfourM5threadedinsertsembeddedinthehoneycombcore.
Thethermalloadwasappliedasauniformtemperatureincreaseof50°Ctothetopandbottomfacesofthelaminate.TheFEAresultsshowedthatthemaximumthermalstressoccurredinthevicinityoftheinsertsandconcentratedinthehoneycombcellsadjacenttotheinserts.
Thesimulationalsorevealedthatthehoneycombcoreexperiencedhighstrainlevelsduetothedifferentialthermalexpansion,whichcouldleadtocellwallbucklingandsubsequentcorecrushing,resultinginpermanentdeformation.
ReinforcementDesign
Toimprovethehoneycombsandwichstructure'sthermalstability,weproposedareinforcementdesignthatminimizesdifferentialthermalexpansionanddistributesthethermalloadmoreevenly.
Thereinforcementdesigninvolvesaddingathinlayerofcarbonfiberfabricbetweenthetoplaminateandthehoneycombcoretoincreasestiffnessandreducethedifferentialthermalexpansion.Thefabric'sorientationshouldbealignedwiththeprimaryloadingdirectiontomaximizeitseffect.
Thereinforcementdesignalso
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CFRP蜂窝夹层结构板埋件集群区域的热应力失效模式分析及补强设计

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