Structural upgrading of reinforced concrete beams

Strengthening of reinforced concrete beams is frequently necessary in practice. This thesis describes an experimental study of reinforced concrete beams strengthened by "jacketing" (i.e., the addition of concrete and steel). In this study, the jacket was made of preplaced aggregate concret...

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Bibliographic Details
Main Author: MacAlevey, Niall F.
Other Authors: Cheong, Hee Kiat
Format: Thesis
Language:English
Published: 2009
Subjects:
Online Access:http://hdl.handle.net/10356/19390
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author MacAlevey, Niall F.
author2 Cheong, Hee Kiat
author_facet Cheong, Hee Kiat
MacAlevey, Niall F.
author_sort MacAlevey, Niall F.
collection NTU
description Strengthening of reinforced concrete beams is frequently necessary in practice. This thesis describes an experimental study of reinforced concrete beams strengthened by "jacketing" (i.e., the addition of concrete and steel). In this study, the jacket was made of preplaced aggregate concrete. Static and dynamic load tests were carried out on 21 full-scale reinforced concrete T-beams strengthened by jacketing. A modified slant shear test was used to measure the bond between preplaced aggregate concrete and plain concrete. Slant shear tests were carried on 60 composite prisms of varying concrete strengths and surface preparations, using both static and dynamic loading. From the results, Mohr-Coulomb failure envelopes were derived.
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spelling ntu-10356/193902023-03-03T19:36:14Z Structural upgrading of reinforced concrete beams MacAlevey, Niall F. Cheong, Hee Kiat School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design Strengthening of reinforced concrete beams is frequently necessary in practice. This thesis describes an experimental study of reinforced concrete beams strengthened by "jacketing" (i.e., the addition of concrete and steel). In this study, the jacket was made of preplaced aggregate concrete. Static and dynamic load tests were carried out on 21 full-scale reinforced concrete T-beams strengthened by jacketing. A modified slant shear test was used to measure the bond between preplaced aggregate concrete and plain concrete. Slant shear tests were carried on 60 composite prisms of varying concrete strengths and surface preparations, using both static and dynamic loading. From the results, Mohr-Coulomb failure envelopes were derived. Doctor of Philosophy (CSE) 2009-12-11T09:06:58Z 2009-12-11T09:06:58Z 1997 1997 Thesis http://hdl.handle.net/10356/19390 en NANYANG TECHNOLOGICAL UNIVERSITY 351 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
MacAlevey, Niall F.
Structural upgrading of reinforced concrete beams
title Structural upgrading of reinforced concrete beams
title_full Structural upgrading of reinforced concrete beams
title_fullStr Structural upgrading of reinforced concrete beams
title_full_unstemmed Structural upgrading of reinforced concrete beams
title_short Structural upgrading of reinforced concrete beams
title_sort structural upgrading of reinforced concrete beams
topic DRNTU::Engineering::Civil engineering::Structures and design
url http://hdl.handle.net/10356/19390
work_keys_str_mv AT macaleveyniallf structuralupgradingofreinforcedconcretebeams