MSOE Library Home	Login My List - 0 Help
	Home   Search   My Account

Basic Advanced Power History

Search:  Author KeywordsBarcodeBib No.Call Number Keyword Search (Enter part of a call number -- use wildcards)General Keyword SearchKeyword Search of Contents NotesKeyword Search of Credits Notes (Enter word or words)Keyword Search of FormatKeyword Search of Item DescriptionKeyword Search of Publisher's NameName Keyword SearchPublication Date Keyword SearchSearch Part of an ISBN NumberSearch Part of an ISSN NumberSeries Title KeywordsSubject KeywordsTitle Keywords       Refine Search     > You're searching: Walter Schroeder Library, Milwaukee School of Engineering

Item Information   Holdings       More by this author     Nordling, Daniel W.     Subjects     Reinforced concrete -- Testing     Reinforcing bars     Anchorage (Structural engineering)     Load factor design     MSST Project.     Browse Catalog     by author:      Nordling, Daniel W.       by title:      Interaction of bond ...         MARC Display

Interaction of bond and bearing for headed and hooked reinforcement / Daniel W. Nordling. by Nordling, Daniel W. Subjects Reinforced concrete -- Testing   Reinforcing bars   Anchorage (Structural engineering)   Load factor design   MSST Project. Description:  59 leaves : ill. ; 29 cm. Contents:  Thesis advisor: Dr. Richard DeVries Committee members: Dr. Hans-Peter Huttelmaier, Dr. Douglas Stahl Introduction -- Construction and testing -- Preliminary analysis -- Analysis of results -- Conclusions -- Recommendations for further research. The interaction between bond and bearing for headed and hooked reinforcement in concrete is not well understood. Previous research has established the ultimate capacities of headed and hooked reinforcement in concrete. This project was conducted to better understand the interaction between bond and bearing between initial load application and ultimate capacity. Tests were performed on a total of 16 specimens. Of these specimens, 5 were headed reinforcing bars, 5 were straight reinforcing bars, and 6 were hooked reinforcing bars. The reinforcing bars were ASTM A706, Grade 60, #7 bars. Concrete cover and bond length were the variables tested. Embedment depth remained constant for each specimen. Limit states of steel failure, breakout, pullout, side-face blowout, and splitting were analyzed to help determine the interaction between bond and bearing. Also, bonded length was used to analyze the bond strength over a partial development length. Due to a limited number of test specimens, definite conclusions to the interaction between bond and bearing were not determined. However, the tests were used as verification for capacities found using ACI 318-02 code equations and proposed design equations from Thompson, Jirsa, and Breen for headed reinforcement. ACI 318-02 equations found a more conservative capacity for headed reinforcement than the proposed equations, but the tests indicated the proposed equations are more appropriate for capacity calculations. It was also found that the proposed equations cannot be applied to hooked reinforcement.   Copy/Holding information Location Collection Call No. Status   Walter Schroeder Library Master's Theses AC805 .N67 2009 Available Add Copy to MyList Format: HTMLPlain textDelimited Subject:   Email to:

Horizon Information Portal 3.25_9885

© 2001-2013 SirsiDynix All rights reserved.