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    Axial Strength of Sandwich Panels of Different Lengths with Natural Flax-Fiber Composite Skins and Different Foam-Core Densities

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author:
    Luke CoDyre
    ,
    Amir Fam
    DOI: 10.1061/(ASCE)CC.1943-5614.0000820
    Publisher: American Society of Civil Engineers
    Abstract: This study examines the axial compressive strength of sandwich panels of different lengths, with flax fiber–reinforced polymer (FFRP) skins of different thicknesses, as an alternative to glass FRP (GFRP) skins. The panels incorporate polyisocyanurate (PIR) foam cores of different densities: 32, 64, and 96  kg/m3. A total of 78 column specimens with a 100×50  mm2 core cross section were fabricated from the three PIR foam cores. FFRP skin layers ranged from one to five, giving a core-to-skin thickness (c:t) ratio of 15∶64. The length of the specimens ranged from 500 to 1,500 mm. Specimens were tested under concentric axial compression using pinned-end conditions. Panels with three FFRP layers showed equivalent axial strength to those with a single GFRP layer of 85% the total FFRP skin thickness. This was the case across all lengths studied and across all core densities. Doubling core density resulted in peak load increases, across all lengths, of 76, 57, and 79% for skins with one, three, and five FFRP layers, respectively; tripling the density resulted in respective increases of 114, 131, and 176%. As panel length increased from 500 to 1,500 mm, axial strength reduced by 40% for the 96  kg/m3 panels but only by 20% for the 32 and 64  kg/m3 panels. Panels longer than 1,250 mm experienced global buckling at peak loads, whereas those shorter than 750 mm experienced localized failures. The intermediate range of lengths saw mixed failure modes.
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      Axial Strength of Sandwich Panels of Different Lengths with Natural Flax-Fiber Composite Skins and Different Foam-Core Densities

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    contributor authorLuke CoDyre
    contributor authorAmir Fam
    date accessioned2017-12-30T13:04:57Z
    date available2017-12-30T13:04:57Z
    date issued2017
    identifier other%28ASCE%29CC.1943-5614.0000820.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245429
    description abstractThis study examines the axial compressive strength of sandwich panels of different lengths, with flax fiber–reinforced polymer (FFRP) skins of different thicknesses, as an alternative to glass FRP (GFRP) skins. The panels incorporate polyisocyanurate (PIR) foam cores of different densities: 32, 64, and 96  kg/m3. A total of 78 column specimens with a 100×50  mm2 core cross section were fabricated from the three PIR foam cores. FFRP skin layers ranged from one to five, giving a core-to-skin thickness (c:t) ratio of 15∶64. The length of the specimens ranged from 500 to 1,500 mm. Specimens were tested under concentric axial compression using pinned-end conditions. Panels with three FFRP layers showed equivalent axial strength to those with a single GFRP layer of 85% the total FFRP skin thickness. This was the case across all lengths studied and across all core densities. Doubling core density resulted in peak load increases, across all lengths, of 76, 57, and 79% for skins with one, three, and five FFRP layers, respectively; tripling the density resulted in respective increases of 114, 131, and 176%. As panel length increased from 500 to 1,500 mm, axial strength reduced by 40% for the 96  kg/m3 panels but only by 20% for the 32 and 64  kg/m3 panels. Panels longer than 1,250 mm experienced global buckling at peak loads, whereas those shorter than 750 mm experienced localized failures. The intermediate range of lengths saw mixed failure modes.
    publisherAmerican Society of Civil Engineers
    titleAxial Strength of Sandwich Panels of Different Lengths with Natural Flax-Fiber Composite Skins and Different Foam-Core Densities
    typeJournal Paper
    journal volume21
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000820
    page04017042
    treeJournal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    contenttypeFulltext
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