Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0020-7683(01)00214-1
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dc.titleTensile response of ductile α-titanium at moderately high strain rates
dc.contributor.authorYuan, J.M.
dc.contributor.authorShim, V.P.W
dc.date.accessioned2014-10-07T05:24:47Z
dc.date.available2014-10-07T05:24:47Z
dc.date.issued2001-12-14
dc.identifier.citationYuan, J.M., Shim, V.P.W (2001-12-14). Tensile response of ductile α-titanium at moderately high strain rates. International Journal of Solids and Structures 39 (1) : 213-224. ScholarBank@NUS Repository. https://doi.org/10.1016/S0020-7683(01)00214-1
dc.identifier.issn00207683
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/84475
dc.description.abstractThe tensile behavior of Grade 2 α-titanium is characterized for static loading and at moderately high strain rates (200-1000 s-1). An experimental method is proposed to introduce sufficiently long tensile pulses to induce fracture in ductile specimens by incorporating a sacrificial fracture piece of adequately large diameter into a pendulum-driven tensile Kolsky bar. It is established that flow stress increases with strain rate. Necking in α-titanium occurs much earlier at high strain rates compared to static loading and results in significantly smaller necking and fracture strains. An equation describing the influence of strain rate and temperature softening on necking (tensile instability) is derived. The true stress-strain response between necking and fracture is estimated by measuring the final reduction in cross-sectional area. Fracture in specimens was observed using an optical microscope, which revealed typical ductile fracture characteristics. © 2001 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0020-7683(01)00214-1
dc.sourceScopus
dc.subjectHigh strain rate
dc.subjectNecking
dc.subjectPendulum-driven tensile Kolsky bar
dc.subjectTensile α-titanium
dc.typeArticle
dc.contributor.departmentMECHANICAL ENGINEERING
dc.contributor.departmentDEAN'S OFFICE (ENGINEERING)
dc.description.doi10.1016/S0020-7683(01)00214-1
dc.description.sourcetitleInternational Journal of Solids and Structures
dc.description.volume39
dc.description.issue1
dc.description.page213-224
dc.identifier.isiut000172897100012
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