| dc.contributor.author | Darwin, David | |
| dc.contributor.author | Slate, F. O. | |
| dc.date.accessioned | 2015-12-17T22:28:40Z | |
| dc.date.available | 2015-12-17T22:28:40Z | |
| dc.date.issued | 1970-03 | |
| dc.identifier.citation | Darwin, David, and F. O. Slate. "Effect of Paste-Aggregate Bond Strength on Behavior of Concrete." Journal of Materials 5.1 (1970): 86-98. | en_US |
| dc.identifier.uri | http://hdl.handle.net/1808/19278 | |
| dc.description | This is the published version. | en_US |
| dc.description.abstract | Coarse aggregate was coated with a thin layer of polystyrene to reduce paste-aggregate bond strength. The resulting concrete was compared to concrete containing uncoated control aggregate for strength, stiffness, and type and amount of microcracking. Large changes in interfacial paste-aggregate bond strength caused only small changes in compressive strength, stiffness, and microcracking. | en_US |
| dc.publisher | Hindawi Publishing Corporation | en_US |
| dc.relation.isversionof | http://trid.trb.org/view.aspx?id=102200 | en_US |
| dc.subject | Aggregate coating | en_US |
| dc.subject | Interfacial bond strength | en_US |
| dc.subject | Microcracking | en_US |
| dc.subject | Paste-aggregate bond | en_US |
| dc.subject | Plain concrete | en_US |
| dc.subject | Stiffness | en_US |
| dc.subject | Stress-strain curve | en_US |
| dc.subject | Evaluation | en_US |
| dc.title | Effect of Paste-Aggregate Bond Strength on Behavior of Concrete | en_US |
| dc.type | Article | |
| kusw.kuauthor | Darwin, David | |
| kusw.kudepartment | Civil/Environ/Arch Engineering | en_US |
| dc.identifier.orcid | https://orcid.org/0000-0001-5039-3525 | |
| kusw.oaversion | Scholarly/refereed, publisher version | |
| kusw.oapolicy | This item does not meet KU Open Access policy criteria. | |
| dc.rights.accessrights | openAccess | |
