Static Tests Of Reinforced Concrete Beams

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Static Tests Of Reinforced Concrete Beams

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Author : H. G. Geymayer
language : en
Publisher:
Release Date : 1968

Static Tests Of Reinforced Concrete Beams written by H. G. Geymayer and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1968 with Aluminum categories.

Static Tests Of Reinforced Concrete Beams

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Author : H. G. Geymayer
language : en
Publisher:
Release Date : 1968

Static Tests Of Reinforced Concrete Beams written by H. G. Geymayer and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1968 with Aluminum categories.

Dynamic Shear Strength Of Reinforced Concrete Beams

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Author : Richard H. Seabold
language : en
Publisher:
Release Date : 1970

Dynamic Shear Strength Of Reinforced Concrete Beams written by Richard H. Seabold and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Concrete beams categories.

Hinging In Statically And Dynamically Loaded Reinforced Concrete Beams

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Author : William J. Nordell
language : en
Publisher:
Release Date : 1966

Hinging In Statically And Dynamically Loaded Reinforced Concrete Beams written by William J. Nordell and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1966 with categories.

An investigation was made of the hinging mechanism in under-reinforced concrete beams subjected to static or dynamic loads. Two test series on simply supported beams with a 6-foot span length were conducted. In one series, 11 beams were subjected to two concentrated loads symmetrically placed 18 inches apart; the primary variable was the magnitude of the step load pulse (1.0 to 1.4 times the static yield load). In the other series, 15 beams were subjected to a concentrated load at midspan; the primary variables were the type of load (static or dynamic), the amount of tension reinforcement (p=0.9,1.3, and 2.0, p1/p=0.67), and the size of the transverse reinforcement (1/8- and 1/4-inch round bars and No. 3 deformed bars). Hinge development was similar in the statically and dynamically loaded beams and resulted from the formation and propagation of a yielded zone or zones in the tension reinforcement. Strain hardening of the tension reinforcement increased the static resistance above the yield value; the increase ranged from 5 to 60 percent. Although decreasing the amount of tension reinforcement increased the deflection of certain stages, the ultimate rotation capacity was not significantly affected. In addition, the size of the transverse reinforcement had a negligible effect on the ultimate rotation capacity. (Author).

Static Tests Of Reinforced Concrete Deep Beams

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Author : Gayle E. Albritton
language : en
Publisher:
Release Date : 1965

Static Tests Of Reinforced Concrete Deep Beams written by Gayle E. Albritton and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1965 with Concrete beams categories.

Plastic Hinge Formation In Reinforced Concrete Beams

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Author : William J. Nordell
language : en
Publisher:
Release Date : 1965

Plastic Hinge Formation In Reinforced Concrete Beams written by William J. Nordell and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1965 with categories.

Fifteen static and dynamic tests were conducted to measure the actual magnitude of the curvature of a plastic hinge and to correlate the angle of deformation with resistance for beams subjected to dynamic loads. The primary variables were the amount of compression reinforcement, the distance between the concentrated loads, and the rate of loading. The dynamic step loads ranged in magnitude from about 1.10 to 1.25 times the static yield load. The computed values of moment, curvature, and deflection at the onset of plastic hinging were less than the experimental values for both static and dynamic loadings. The 30% increase in beam resistance under dynamic loads agreed with the increase in yield strength of the coupon specimens subjected to rapid straining. Plastic hinging was similar in the static and dynamic beams loaded at mid-span. Crushing occurred at approximately the same deflection under both types of load. For the beams with a pure moment region, a dynamic load equal to approximately 1.1 times the static load caused crushing at mid-span before the plastic hinge had developed as completely as it did for static loading; thus, for dynamic loads, the deflections were lower at the onset of crushing than they were for static loads. (Author).

Static Tests Of Reinforced Concrete Deep Beams

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Author : G. E. Albritton
language : en
Publisher:
Release Date : 1965

Static Tests Of Reinforced Concrete Deep Beams written by G. E. Albritton and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1965 with categories.

Scientific And Technical Aerospace Reports

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Author :
language : en
Publisher:
Release Date : 1965

Scientific And Technical Aerospace Reports 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 Aeronautics categories.

Shear Behavior Of Deep Reinforced Concrete Beams

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Author : Robert A. Crist
language : en
Publisher:
Release Date : 1967

Shear Behavior Of Deep Reinforced Concrete Beams written by Robert A. Crist 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.

Strengthening Of Reinforced Concrete Structures

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Author : L C Hollaway
language : en
Publisher: Elsevier
Release Date : 1999-03-05

Strengthening Of Reinforced Concrete Structures written by L C Hollaway and has been published by Elsevier this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999-03-05 with Technology & Engineering categories.

The in situ rehabilitation or upgrading of reinforced concrete members using bonded steel plates is an effective, convenient and economic method of improving structural performance. However, disadvantages inherent in the use of steel have stimulated research into the possibility of using fibre reinforced polymer (FRP) materials in its place, providing a non-corrosive, more versatile strengthening system.This book presents a detailed study of the flexural strengthening of reinforced and prestressed concrete members using fibre reinforces polymer composite plates. It is based to a large extent on material developed or provided by the consortium which studied the technology of plate bonding to upgrade structural units using carbon fibre / polymer composite materials. The research and trial tests were undertaken as part of the ROBUST project, one of several ventures in the UK Government's DTI-LINK Structural Composites Programme.The book has been designed for practising structural and civil engineers seeking to understand the principles and design technology of plate bonding, and for final year undergraduate and postgraduate engineers studying the principles of highway and bridge engineering and structural engineering. - Detailed study of the flexural strengthening of reinforced and prestressed concrete members using fibre reinforced polymer composites - Contains in-depth case histories