Structural behavior of prestressed pretensioned concrete composite section
Composite construction in prestressed concrete usually consists of precast, prestressed members acting in combination with a cast-in-situ concrete component. This study investigates the structural behavior of a JKR prestressed pretensioned precast concrete T-Beam (PRT) made composite by a cast-in-si...
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2009
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my-utm-ep.111462018-06-04T09:51:28Z Structural behavior of prestressed pretensioned concrete composite section 2009-06 Abdul Abbas, Zaid F. TA Engineering (General). Civil engineering (General) Composite construction in prestressed concrete usually consists of precast, prestressed members acting in combination with a cast-in-situ concrete component. This study investigates the structural behavior of a JKR prestressed pretensioned precast concrete T-Beam (PRT) made composite by a cast-in-situ slab. The precast beam was scaled down by one half of the full-scale JKR PRT1 beam. The composite beam is constructed using the un-shored construction method and tested for flexural using two point loads. Load-deflection response, crack development, distribution of strain across the depth of the composite section, mode of failure and ultimate flexural strength capacity are measured and analyzed. The results show that the JKR Standard Beams (Pretensioned Concrete Composite T-Beam), and cast-in-situ slab has no significant difference in its structural behavior compared to the results from other research. 2009-06 Thesis http://eprints.utm.my/id/eprint/11146/ http://eprints.utm.my/id/eprint/11146/1/ZaidFAbdulAbbasMFKA2009.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering |
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Universiti Teknologi Malaysia |
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English |
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TA Engineering (General) Civil engineering (General) |
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TA Engineering (General) Civil engineering (General) Abdul Abbas, Zaid F. Structural behavior of prestressed pretensioned concrete composite section |
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Composite construction in prestressed concrete usually consists of precast, prestressed members acting in combination with a cast-in-situ concrete component. This study investigates the structural behavior of a JKR prestressed pretensioned precast concrete T-Beam (PRT) made composite by a cast-in-situ slab. The precast beam was scaled down by one half of the full-scale JKR PRT1 beam. The composite beam is constructed using the un-shored construction method and tested for flexural using two point loads. Load-deflection response, crack development, distribution of strain across the depth of the composite section, mode of failure and ultimate flexural strength capacity are measured and analyzed. The results show that the JKR Standard Beams (Pretensioned Concrete Composite T-Beam), and cast-in-situ slab has no significant difference in its structural behavior compared to the results from other research. |
format |
Thesis |
qualification_level |
Master's degree |
author |
Abdul Abbas, Zaid F. |
author_facet |
Abdul Abbas, Zaid F. |
author_sort |
Abdul Abbas, Zaid F. |
title |
Structural behavior of prestressed pretensioned concrete composite section |
title_short |
Structural behavior of prestressed pretensioned concrete composite section |
title_full |
Structural behavior of prestressed pretensioned concrete composite section |
title_fullStr |
Structural behavior of prestressed pretensioned concrete composite section |
title_full_unstemmed |
Structural behavior of prestressed pretensioned concrete composite section |
title_sort |
structural behavior of prestressed pretensioned concrete composite section |
granting_institution |
Universiti Teknologi Malaysia, Faculty of Civil Engineering |
granting_department |
Faculty of Civil Engineering |
publishDate |
2009 |
url |
http://eprints.utm.my/id/eprint/11146/1/ZaidFAbdulAbbasMFKA2009.pdf |
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1747814819275210752 |