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     Beane, Jeffrey.     Subjects     Bars (Engineering) -- Effect of temperature on     Concrete beams     Epoxy coatings.     Strength of materials     Load factor design     Strains and stresses     MSST Project.     Browse Catalog     by author:      Beane, Jeffrey.       by title:      The effects of extre...         MARC Display

The effects of extreme temperature on the bond performance of epoxy-bonded threaded rods in unreinforced concrete / by Jeffrey Beane. by Beane, Jeffrey. Subjects Bars (Engineering) -- Effect of temperature on   Concrete beams   Epoxy coatings.   Strength of materials   Load factor design   Strains and stresses   MSST Project. Description:  40 leaves : ill. ; 29 cm. Contents:  Thesis advisor: Dr. Richard DeVries. Committee members: Dr. Hans-Peter Huttelmaier, Dr. Douglas Stahl. Introduction -- Experimental program -- Pre-test analysis -- Test results -- Conclusions and recommendations. The effects of extreme temperatures on the bond performance of threaded rods and structural adhesives in unreinforced concrete are not well understood. Manufactures of structural adhesives have conducted numerous tests to establish ultimate capacities of post-installed threaded rods embedded in concrete at room temperature loading. They also have established reduction factors of those capacities when the base material has been subjected to a constant elevated temperature for 24 hours. This program was conducted to better understand the interaction between bond performance and ultimate tensile capacity when the concrete base material is subjected to short duration extreme temperatures. Tests were performed on a total of thirty-five post-installed anchors. Test parameters include: 2-inch and 5-inch embedment depths, two structural adhesives and four temperature categories. Direct heat was applied to the base material surrounding the anchor until the desired surface temperature was reached, at which time constant tensile loads were applied directly to the anchor until failure. Due to a limited number of test specimens, definitive conclusions to the interaction between bond performance and extreme temperatures were not determined. However, the tests were used for comparison to manufacturer baseline capacities and to highlight the importance of safety factors, as well as other reduction factors to consider when design professionals specify anchors that may be subjected to extreme temperatures.   Copy/Holding information Location Collection Call No. Status   Walter Schroeder Library Master's Theses AC805 .B431 2012 Available Add Copy to MyList Format: HTMLPlain textDelimited Subject:   Email to:

Horizon Information Portal 3.25_9885

© 2001-2013 SirsiDynix All rights reserved.