Παρακαλώ χρησιμοποιήστε αυτό το αναγνωριστικό για να παραπέμψετε ή να δημιουργήσετε σύνδεσμο προς αυτό το τεκμήριο: https://hdl.handle.net/20.500.14279/13389
Τίτλος: Effects of Setup and Material Parameters on the Standard Test for Strand Bond
Συγγραφείς: Polydorou, Thomaida 
Riding, Kyle A. 
Peterman, Robert J. 
Murray, Leigh 
Major Field of Science: Engineering and Technology
Field Category: Civil Engineering
Λέξεις-κλειδιά: Precision;Bias;Standard Test for Strand Bond
Ημερομηνία Έκδοσης: Σεπ-2013
Πηγή: Prestressed Concrete Institute Convention and National Bridge Conference, Grapevine, Texas, USA September 2013
Conference: Prestressed Concrete Institute Convention and National Bridge Conference 
Περίληψη: 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.
URI: https://hdl.handle.net/20.500.14279/13389
Type: Conference Papers
Affiliation: Kansas State University 
Publication Type: Peer Reviewed
Εμφανίζεται στις συλλογές:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation

Αρχεία σε αυτό το τεκμήριο:
Αρχείο Περιγραφή ΜέγεθοςΜορφότυπος
2013 PCI NBC Submission.pdfFull Text511.42 kBAdobe PDFΔείτε/ Ανοίξτε
CORE Recommender
Δείξε την πλήρη περιγραφή του τεκμηρίου

Page view(s)

331
Last Week
0
Last month
1
checked on 21 Νοε 2024

Download(s)

118
checked on 21 Νοε 2024

Google ScholarTM

Check


Όλα τα τεκμήρια του δικτυακού τόπου προστατεύονται από πνευματικά δικαιώματα