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...
Saved in:
Published in | Cement and concrete research Vol. 30; no. 3; pp. 391 - 401 |
---|---|
Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
New York, NY
Elsevier Ltd
2000
Elsevier Science |
Subjects | |
Online Access | Get full text |
Cover
Loading…
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 |