MSOE Library Home
MSOE Library Home
 Home 
 Search 
 My Account 
   
BasicAdvancedPowerHistory
Search:    Refine Search  
> You're searching: Walter Schroeder Library, Milwaukee School of Engineering
 
Item Information
 HoldingsHoldings
 
 
 More by this author
 
  •  
  • Gough, Jr., Arlo Jay
     
     Subjects
     
  •  
  • Concrete construction -- Testing
     
  •  
  • Concrete -- Fatigue
     
  •  
  • Strains and stresses
     
  •  
  • Reinforced concrete
     
  •  
  • MSST Project.
     
     Browse Catalog
      by author:
     
  •  
  •  Gough, Jr., Arlo Jay
     
      by title:
     
  •  
  •  Headed reinforcement...
     
     
     
     MARC Display
    Headed reinforcement lap splices in concrete masonry / Arlo Jay Gough, Jr.
    by Gough, Jr., Arlo Jay
    Subjects
  • Concrete construction -- Testing
  •  
  • Concrete -- Fatigue
  •  
  • Strains and stresses
  •  
  • Reinforced concrete
  •  
  • MSST Project.
  • Description: 
    68 leaves : ill. ; 2003.
    Contents: 
    Advisor: Dr. Richard DeVries
    Committee members: Dr. Douglas Stahl, Christopher Raebel
    Introduction -- Literature review -- Construction and testing -- Preliminary analysis -- Analysis of test results -- Conclusions -- Recommendations for future testing -- References.
    Headed reinforcing bars have been used in concrete construction in the past. Previous research has been conducted on the use of headed reinforcing bars as longitudinal bars in concrete applications. This experiment researches the use of splicing headed reinforcing bars in masonry construction. It is felt that a shorter splice length may be used to get the same capacity, or even more capacity, than code minimum splice length requirements for deformed bars.
    Tests were performed on nine specimens made with 8-inch units and three specimens made with 12-inch units to determine the effects of splice length and clear cover of headed reinforcement in masonry. Several limit states for headed reinforcement were reviewed and a few of them were analyzed. The limit states analyzed included: development, side blowout, and compression strut failure. A review of both variables (splice length and clear cover) for each limit state was provided.
    The limited number of specimens did not allow for additional variables to be tested. This experiment showed that splicing headed reinforcement in masonry warrants further review.
    web address: 
    https://msoe.tind.io/record/991
    Add to my list 
    Copy/Holding information
    LocationCollectionCall No.Status 
    Walter Schroeder LibraryMaster's ThesesAC805 .G68 2003AvailableAdd Copy to MyList

    Format:HTMLPlain textDelimited
    Subject: 
    Email to:


    Horizon Information Portal 3.25_9885
     Powered by SirsiDynix
    © 2001-2013 SirsiDynix All rights reserved.
    Horizon Information Portal