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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Format: | Thesis |
Language: | English |
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2009
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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. |
first_indexed | 2025-02-19T03:09:11Z |
format | Thesis |
id | ntu-10356/19390 |
institution | Nanyang Technological University |
language | English |
last_indexed | 2025-02-19T03:09:11Z |
publishDate | 2009 |
record_format | dspace |
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 |