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Item Information   Holdings       More by this author     DeLany, Heather     Subjects     Reinforced concrete construction -- Testing     Reinforcing bars     Deformation     Load distribution     MSST Project.     Browse Catalog     by author:      DeLany, Heather       by title:      The load-deflection ...         MARC Display

The load-deflection behavior of straight deformed bars in concrete / Heather DeLany. by DeLany, Heather Subjects Reinforced concrete construction -- Testing   Reinforcing bars   Deformation   Load distribution   MSST Project. Description:  54 leaves : ill. ; 29 cm. Contents:  Thesis advisor: Dr. Richard DeVries. Committee members: Dr. John Zachar, Dr. Hans-Peter Huttlemaier. Introduction -- Methods -- Data reduction -- Results and discussion -- Conclusions and recommendations. This report covers the experiments and analysis conducted in the study of load-deflection behavior of straight deformed bars. The effects of clear cover, bonded length, and loading method on the stiffness of the load-deflection behavior were the primary focus. Specimens that modeled the end of a beam in a knee joint were created and the reinforcement was loaded in tension, either monotonically or repetitively. Of the twelve specimens tested, half of them had 2 d sub b of clear cover and half had 1 d sub b of clear cover. A third of the specimens had 16" of bonded length, one third had 12" of bonded length, and the other third had 8" of bonded length. Major findings include an increase in the load-deflection behavior stiffness by a factor of 1.5 for bonded lengths of 12" and 16" and a negative result for the hypothesis that repetitive loading would decrease the stiffness of the load-deflection behavior.   Copy/Holding information Location Collection Call No. Status   Walter Schroeder Library Master's Theses AC805 .D446 2009 Available Add Copy to MyList Format: HTMLPlain textDelimited Subject:   Email to:

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