[PDF] Experimental Basis For A Design Method For Rectangular Reinforced Concrete Beams In Torsion - eBooks Review

Experimental Basis For A Design Method For Rectangular Reinforced Concrete Beams In Torsion


Experimental Basis For A Design Method For Rectangular Reinforced Concrete Beams In Torsion
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Experimental Basis For A Design Method For Rectangular Reinforced Concrete Beams In Torsion


Experimental Basis For A Design Method For Rectangular Reinforced Concrete Beams In Torsion
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Author : R. A. Swann
language : en
Publisher:
Release Date : 1970-01-01

Experimental Basis For A Design Method For Rectangular Reinforced Concrete Beams In Torsion written by R. A. Swann and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970-01-01 with Concrete beams categories.




Proceedings Institution Of Civil Engineers


Proceedings Institution Of Civil Engineers
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Author : Institution of Civil Engineers (Great Britain)
language : en
Publisher:
Release Date : 1983

Proceedings Institution Of Civil Engineers written by Institution of Civil Engineers (Great Britain) and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1983 with Civil engineering categories.




Proceedings


Proceedings
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Author : Institution of Civil Engineers (Great Britain)
language : en
Publisher:
Release Date : 1983

Proceedings written by Institution of Civil Engineers (Great Britain) and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1983 with Civil engineering categories.




Journal Of The American Concrete Institute


Journal Of The American Concrete Institute
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Author : American Concrete Institute
language : en
Publisher:
Release Date : 1979

Journal Of The American Concrete Institute written by American Concrete Institute and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1979 with Concrete categories.


Each number includes "Synopsis of recent articles."



Aci Structural Journal


Aci Structural Journal
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Author :
language : en
Publisher:
Release Date : 2008

Aci Structural Journal written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Concrete categories.




Applied Mechanics Reviews


Applied Mechanics Reviews
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Author :
language : en
Publisher:
Release Date : 1974

Applied Mechanics Reviews written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1974 with Mechanics, Applied categories.




Rru Bulletin


Rru Bulletin
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Author :
language : en
Publisher:
Release Date : 1965

Rru Bulletin written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1965 with Highway research categories.




Handbook On The Unified Code For Structural Concrete Cp11o 1972


Handbook On The Unified Code For Structural Concrete Cp11o 1972
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Author : Roy Edward Rowe
language : en
Publisher:
Release Date : 1978

Handbook On The Unified Code For Structural Concrete Cp11o 1972 written by Roy Edward Rowe and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1978 with Concrete categories.




The Torsional Strength Of Rectangular Reinforced Concrete Beams Subjected To Combined Loading


The Torsional Strength Of Rectangular Reinforced Concrete Beams Subjected To Combined Loading
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Author : Arthur Edward McMullen
language : en
Publisher:
Release Date : 1967

The Torsional Strength Of Rectangular Reinforced Concrete Beams Subjected To Combined Loading written by Arthur Edward McMullen and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1967 with Concrete beams categories.


The primary objective of this investigation was to study the behavior of reinforced concrete beams subjected to combined loading with particular regard to their behavior at failure. The experimental phase of this investigation consisted of testing 34 reinforced concrete beams. Twenty two beams were subjected to various combinations of bending and torsion and twelve were subjected to various combinations of bending, torsion and shear. All beams had a nominal cross section of 6" x 12" and a nominal concrete strength of 5000 psi. Both longitudinal and transverse reinforcement in various combinations was provided in all beams. The testing equipment that was designed and fabricated for this investigation permitted independent application of the twisting and transverse loads. The ratio between the twisting moment and the bending moment could be changed at any time during a test. All beams were tested to failure by applying the load in a series of increments. Each increment consisted of increasing to a predetermined level the transverse load or the twisting load or both, depending on the type of test. In the cases where both types of load were applied in the same increment, the transverse load was applied first. Twenty nine beams were subjected to loads such that for any one test the ratio of twisting moment to bending moment at the end of each increment was a constant. For the other five beams this ratio was different at the end of each increment and four of these beams were subjected to various sequences of load. Based on the observations made in the experimental phase of this investigation three idealized failure surfaces have been presented, two of which were first suggested by Lessig. Equations for the ultimate torsional strength of a beam based on each of the three failure surfaces have been developed and their method of solution has been presented. These equations have also been simplified and an interaction diagram consisting of three straight lines has been presented along with the applicable equations. The correlation between the experimental results of 109 beams and the theoretical results obtained from both the simplified analysis and the more comprehensive analysis has been given. Of these beams, 34 are the beams tested in this investigation and 75 are beams that have been tested by other investigators. The observations and test results indicate that reinforced concrete beams that are subjected to bending, torsion and moderate amounts of transverse shear can fail by three different modes. These modes of failure are characterized by the formation of a hinge adjacent to one face of the beam and yielding of the reinforcement adjacent to the face opposite to the hinge. The modes of failure predicted by the analysis agree with the observed modes of failure.



Assessment Implications From Tests On A Model Concrete Beam And Slab Bridge


Assessment Implications From Tests On A Model Concrete Beam And Slab Bridge
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Author : Albert F. Daly
language : en
Publisher:
Release Date : 1991

Assessment Implications From Tests On A Model Concrete Beam And Slab Bridge written by Albert F. Daly and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1991 with Box girder bridges categories.