Polyolefin fiber-reinforced concrete composites: Part I. Damping and frequency characteristics

The investigation of the dynamic properties of polyolefin fiber-reinforced concrete composites (FRC) was conducted with a free–free beam vibration method. The damping ratio increase and response frequency decreased with an increase in the Maximum Response Amplitude. Crimped fiber and fine smooth sur...

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Bibliographic Details
Published inCement and concrete research Vol. 30; no. 3; pp. 391 - 401
Main Authors Yan, L, Jenkins, C.H, Pendleton, R.L
Format Journal Article
LanguageEnglish
Published New York, NY Elsevier Ltd 2000
Elsevier Science
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Summary:The investigation of the dynamic properties of polyolefin fiber-reinforced concrete composites (FRC) was conducted with a free–free beam vibration method. The damping ratio increase and response frequency decreased with an increase in the Maximum Response Amplitude. Crimped fiber and fine smooth surface fiber- (fine fiber) reinforced concrete exhibited better damping than other FRC and plain concrete. This damping was sensitive to the Small Amplitude Response Frequency. The damping ratio, 1% minimum, in crimped FRC was double that in plain concrete at frequencies around 600 Hz and specimen age of 8 weeks. The damping ratios, 0.4% minimum, in crimped fiber and fine-FRC were higher than those in other FRCs and plain concrete only when the Maximum Response Amplitude reached a certain value (0.001 cm) at a frequency range of 1050–1250 Hz and specimen age of 24 weeks. An increase in damping with an increase in the Maximum Response Amplitude was accompanied by a large decrease in response frequency in crimped fiber and fine FRC. The damping ratio decreased and the response frequency increased with vibration cycle; again, strong tendencies existed in crimped fiber and fine FRC.
ISSN:0008-8846
1873-3948
DOI:10.1016/S0008-8846(99)00267-7