Damage behavior of composite honeycomb sandwich structure subject to low-velocity impact and compression-after-impact using experimental and numerical methods

•Damage mechanism of LVI and CAI in composite sandwich structures were studied.•A multiscale damage model was used to predict the damage behavior of composite.•The force-damage-heat coupling mechanism during the CAI process was studied. The paper studies the damage initiation and evolution of compos...

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Bibliographic Details
Published inThin-walled structures Vol. 205; p. 112594
Main Authors Ma, Wanhui, Tuo, Hongliang, Deng, Qingtian, Li, Xinbo
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.12.2024
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ISSN0263-8231
DOI10.1016/j.tws.2024.112594

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Summary:•Damage mechanism of LVI and CAI in composite sandwich structures were studied.•A multiscale damage model was used to predict the damage behavior of composite.•The force-damage-heat coupling mechanism during the CAI process was studied. The paper studies the damage initiation and evolution of composite honeycomb sandwich structure subject to low-velocity impact and CAI (compression after impact) loadings by a combination of experimental and numerical methods. The impact responses including impact force and energy absorption were obtained through impact tests, and detailed damage analysis was conducted using various testing methods including ultrasonic C-scan, DIC (digital image correlation), infrared thermography and SEM (scanning electron microscope). A damage model based on MMF (micro-mechanics of failure) and cohesive behavior were used to predict the mechanical behavior of composite facesheets, and an elastoplastic constitutive model with ductile damage was used to model the honeycomb core. The experimental and numerical results show good agreements and reveal that the matrix damage, delamination, core crushing and fiber damage will be induced in the composite honeycomb sandwich structure depending on the impact energy levels. During the CAI process, the strain concentration in the impact region will lead to local buckling of the sandwich structure, and the damage expands from the impact region to the free edges along the transverse direction until the final collapse, which will cause an obvious temperature increase in the damage area.
ISSN:0263-8231
DOI:10.1016/j.tws.2024.112594