An Exploratory Investigation of Shear Fatigue Behavior of Prestressed Concrete Girders PDF Download
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Author: Patrick Melvin Bachman
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 177
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Book Description
Author: Patrick Melvin Bachman
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 177
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Book Description
Author: Patrick Melvin Bachman
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 434
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Book Description
Author: David P. Gustafson
Publisher:
ISBN:
Category : Girders
Languages : en
Pages : 173
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Book Description
Author:
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 504
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Book Description
Author:
Publisher:
ISBN:
Category : Precast concrete
Languages : en
Pages :
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Author: Anita K. Buzick
Publisher:
ISBN:
Category : Box beams
Languages : en
Pages : 220
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Book Description
Two full-scale prestressed concrete box girders with identical properties were tested. The loads were placed so that shear rather than flexure would govern failure. The first girder was tested to evaluate ultimate shear strength under monotonic loading. The second girder was subjected to one-half million cycles of repeated loading and nine static overloads before its ultimate strength test. The results indicated that the effect of repeated loading on the shear strength of a shear dominated girder is less significant than that of a flexure dominated girder.
Author: Wade H. Shafer
Publisher: Springer Science & Business Media
ISBN: 1461573882
Category : Science
Languages : en
Pages : 414
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Book Description
Masters Theses in the Pure and Applied Sciences was first conceived, published, SIld disseminated by the Center for Information and Numerical Data Analysis and Synthesis (CINDAS) * at Purdue University in 1957, starting its coverage of theses with the academic year 1955. Beginning with Volume 13, the printing and dissemination phases of the activity were transferred to University Microfilms/Xerox of Ann Arbor, Michigan, with the thought that such an arrangement would be more beneficial to the academic and general scientific and technical community. After five years of this joint undertaking we had concluded that it was in the interest of all con cerned if the printing and distribution of the volumes were handled by an interna and broader dissemination. tional publishing house to assure improved service Hence, starting with Volume 18, Masters Theses in the Pure and Applied Sciences has been disseminated on a worldwide basis by Plenum Publishing Cor poration of New York, and in the same year the coverage was broadened to include Canadian universities. All back issues can also be ordered from Plenum. We have reported in Volume 30 (thesis year 1985) a total of 12,400 theses titles from 26 Canadian and 186 United States universities. We are sure that this broader base for these titles reported will greatly enhance the value of this important annual reference work.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Book Description
Author: Gregg Arthur Reese
Publisher:
ISBN:
Category : Prestressed concrete construction
Languages : en
Pages : 276
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Book Description
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 282
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Book Description
Due to frequent accidental damage to prestressed concrete (P/C) bridges caused by impact from overheight vehicles, a project was initiated to evaluate the strength and load distribution characteristics of damaged P/C bridges. A comprehensive literature review was conducted. It was concluded that only a few references pertain to the assessment and repair of damaged P/C beams. No reference was found that involves testing of a damaged bridge(s) as well as the damaged beams following their removal. Structural testing of 2 damaged bridges was conducted in the field.
