Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/13389
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Polydorou, Thomaida | - |
dc.contributor.author | Riding, Kyle A. | - |
dc.contributor.author | Peterman, Robert J. | - |
dc.contributor.author | Murray, Leigh | - |
dc.date.accessioned | 2019-03-05T10:01:31Z | - |
dc.date.available | 2019-03-05T10:01:31Z | - |
dc.date.issued | 2013-09 | - |
dc.identifier.citation | Prestressed Concrete Institute Convention and National Bridge Conference, Grapevine, Texas, USA September 2013 | en_US |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/13389 | - |
dc.description.abstract | ASTM recently adopted the Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Strand as ASTM A 1081. The precision and bias statement for this test method has not however been developed. The first step in developing the precision and bias statement is to perform a ruggedness study to determine how the results are affected by allowable variations in methods and materials. A ruggedness study was performed for ASTM A 1081 as the first step in an ongoing interlaboratory study to determent the test method precision and bias. After an initial survey of the pull-out strength of North American Strand in mortar, three strands of differing pull-out strengths were selected for inclusion in the ruggedness study. During this study, the mortar flow, compressive strength at testing, and test loading rate were varied in order to determine their effect on the test results. The results showed that flow was a significant variable in the testing program. | en_US |
dc.format | en_US | |
dc.language.iso | en | en_US |
dc.subject | Precision | en_US |
dc.subject | Bias | en_US |
dc.subject | Standard Test for Strand Bond | en_US |
dc.title | Effects of Setup and Material Parameters on the Standard Test for Strand Bond | en_US |
dc.type | Conference Papers | en_US |
dc.collaboration | Kansas State University | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.country | United States | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.relation.conference | Prestressed Concrete Institute Convention and National Bridge Conference | en_US |
cut.common.academicyear | 2012-2013 | en_US |
item.openairecristype | http://purl.org/coar/resource_type/c_c94f | - |
item.openairetype | conferenceObject | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | open | - |
item.languageiso639-1 | en | - |
item.fulltext | With Fulltext | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.orcid | 0000-0002-2705-6931 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
2013 PCI NBC Submission.pdf | Full Text | 511.42 kB | Adobe PDF | View/Open |
CORE Recommender
Page view(s)
331
Last Week
1
1
Last month
1
1
checked on Nov 24, 2024
Download(s)
118
checked on Nov 24, 2024
Google ScholarTM
Check
Items in KTISIS are protected by copyright, with all rights reserved, unless otherwise indicated.