Impact properties of steel fibre reinforced concrete in bending
dc.contributor.author | Naaman, Antoine E. | en_US |
dc.contributor.author | Gopalaratnam, V. S. | en_US |
dc.date.accessioned | 2006-04-07T18:37:17Z | |
dc.date.available | 2006-04-07T18:37:17Z | |
dc.date.issued | 1983-11 | en_US |
dc.identifier.citation | Naaman, A. E., Gopalaratnam, V. S. (1983/11)."Impact properties of steel fibre reinforced concrete in bending." International Journal of Cement Composites and Lightweight Concrete 5(4): 225-233. <http://hdl.handle.net/2027.42/25071> | en_US |
dc.identifier.uri | http://www.sciencedirect.com/science/article/B73HF-47YMYKH-39/2/07eab47b898db38f1d97298991200724 | en_US |
dc.identifier.uri | https://hdl.handle.net/2027.42/25071 | |
dc.description.abstract | The effects of strain rate of loading including impact on the bending properties of steel fibre reinforced mortar are studied using an instrumented drop-weight impact machine. Particular emphasis is put on clarifying the influence of the fibre reinforcing parameters and matrix strength. The parameters investigated in the experimental programme include three volume fractions of fibres (1%, 2% and 3%), three fibre aspect ratios (47, 62 and 100, two mortar mixes and four strain rates of loading ranging from 0.5 x 10-5 to 1.2 strains per second. It is found that depending on the fibre reinforcing parameters the energy absorbed by the composite at static loading rates can be one to two orders of magnitude higher than that of the unreinforced matrix. Moreover, up to a three-fold increase is observed in the modulus of rupture and the energy absorbed by the composite when the strain rate increases from 0.5 x 10-5 to 1.2 strain per second. | en_US |
dc.format.extent | 789016 bytes | |
dc.format.extent | 3118 bytes | |
dc.format.mimetype | application/pdf | |
dc.format.mimetype | text/plain | |
dc.language.iso | en_US | |
dc.publisher | Elsevier | en_US |
dc.title | Impact properties of steel fibre reinforced concrete in bending | en_US |
dc.type | Article | en_US |
dc.rights.robots | IndexNoFollow | en_US |
dc.subject.hlbsecondlevel | Materials Science and Engineering | en_US |
dc.subject.hlbsecondlevel | Civil and Environmental Engineering | en_US |
dc.subject.hlbtoplevel | Engineering | en_US |
dc.description.peerreviewed | Peer Reviewed | en_US |
dc.contributor.affiliationum | Department of Civil Engineering, University of Michigan, Ann Arbor, formerly University of Illinois at Chicago, USA | en_US |
dc.contributor.affiliationother | Northwestern University, formerly research assistant, University of Illinois at Chicago, USA | en_US |
dc.description.bitstreamurl | http://deepblue.lib.umich.edu/bitstream/2027.42/25071/1/0000502.pdf | en_US |
dc.identifier.doi | http://dx.doi.org/10.1016/0262-5075(83)90064-7 | en_US |
dc.identifier.source | International Journal of Cement Composites and Lightweight Concrete | en_US |
dc.owningcollname | Interdisciplinary and Peer-Reviewed |
Files in this item
Remediation of Harmful Language
The University of Michigan Library aims to describe library materials in a way that respects the people and communities who create, use, and are represented in our collections. Report harmful or offensive language in catalog records, finding aids, or elsewhere in our collections anonymously through our metadata feedback form. More information at Remediation of Harmful Language.
Accessibility
If you are unable to use this file in its current format, please select the Contact Us link and we can modify it to make it more accessible to you.