Strength and behavior in flexure of bonded prestressed concrete beams reinforced in tension only PDF Download
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Author: Engin Keyder
Publisher:
ISBN:
Category : Prestressed concrete construction
Languages : en
Pages : 172
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Book Description
Author: Engin Keyder
Publisher:
ISBN:
Category : Prestressed concrete construction
Languages : en
Pages : 172
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Book Description
Author: Harry L. Johnson
Publisher:
ISBN:
Category :
Languages : en
Pages : 166
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Book Description
Author: Jack R. Janney
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 26
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Author: Chor Suan Tan
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 244
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Book Description
Author: Zenon Albert Zielinski
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 84
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Book Description
Author: Ashraf Elzanaty
Publisher:
ISBN:
Category : Flexure
Languages : en
Pages : 252
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Book Description
Author: Nai-pei Chao
Publisher:
ISBN:
Category : Engineering models
Languages : en
Pages : 122
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Author: Robert Park
Publisher: John Wiley & Sons
ISBN: 9780471659174
Category : Technology & Engineering
Languages : en
Pages : 794
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Book Description
Sets out basic theory for the behavior of reinforced concrete structural elements and structures in considerable depth. Emphasizes behavior at the ultimate load, and, in particular, aspects of the seismic design of reinforced concrete structures. Based on American practice, but also examines European practice.
Author: George Raffa
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 0
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Book Description
The object of this thesis was to study the deformation characteristics of bonded, prestressed concrete beams loaded in flexure. Of particular interest was the moment-curvature relationship. All beams had a 6 x 12-in. cross-section and an effective depth of 10 in. Six of the beams were loaded at two points symmetrical about midspan and had a span length of 11 ft. The remaining four beams were loaded at midspan only. Two of these beams had an 11-ft. span and the other two a span of 56 -in. For the two-point loaded beams the percentage of reinforcement was varied from 0.19 to 0.53 and two levels of concrete strength were used. All the one-point loaded beams had reinforcement ratios of 0.38; the concrete strength was varied as for the two-point loaded beams. The load-deformation relationships exhibited three distinct stages of behavior. The amount of reinforcement had a considerable effect on the extent of these stages. Further investigation is required to study the behavior of similar beams having a concrete strength on the order of 3000 psi.
Author: M. D. Macdonald
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 36
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Book Description
