Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/92656
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dc.titleAn empirical strain rate-dependent constitutive relationship for glass-fibre reinforced epoxy and pure epoxy
dc.contributor.authorTay, T.E.
dc.contributor.authorAng, H.G.
dc.contributor.authorShim, V.P.W.
dc.date.accessioned2014-10-16T03:07:06Z
dc.date.available2014-10-16T03:07:06Z
dc.date.issued1995
dc.identifier.citationTay, T.E.,Ang, H.G.,Shim, V.P.W. (1995). An empirical strain rate-dependent constitutive relationship for glass-fibre reinforced epoxy and pure epoxy. Composite Structures 33 (4) : 201-210. ScholarBank@NUS Repository.
dc.identifier.issn02638223
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/92656
dc.description.abstractAn investigation into the effect of strain rate on glass-fibre reinforced plastic (GFRP) and pure epoxy subjected to compressive loading has been conducted. Experimental results in this study were obtained by a hydraulically driven Instron Testing machine and a Split-Hopkinson Pressure Bar. The range of strain rates explored was between 5 × 10-4 sand 2500 s. A comparison between the behaviour of pure epoxy and GFRP reveals that both are strain rate sensitive, especially in the low strain rate regime. There is also a significant increase in the dynamic modulus as strain rate increases. It is shown that the stress-strain response under dynamic loading is not only a function of strain rate, but also of the strain state. An empirical equation incorporating both strain and strain rate terms is proposed and is found to adequately describe the stress-strain behaviour of both GFRP and pure epoxy for the range of loading rates studied. © 1995.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentMECHANICAL & PRODUCTION ENGINEERING
dc.description.sourcetitleComposite Structures
dc.description.volume33
dc.description.issue4
dc.description.page201-210
dc.description.codenCOMSE
dc.identifier.isiutNOT_IN_WOS
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