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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Main Author: Abdul Abbas, Zaid F.
Format: Thesis
Language:English
Published: 2009
Subjects:
Online Access:http://eprints.utm.my/11146/1/ZaidFAbdulAbbasMFKA2009.pdf
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author Abdul Abbas, Zaid F.
author_facet Abdul Abbas, Zaid F.
author_sort Abdul Abbas, Zaid F.
collection ePrints
description 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.
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spelling utm.eprints-111462018-06-04T09:51:28Z http://eprints.utm.my/11146/ Structural behavior of prestressed pretensioned concrete composite section 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 NonPeerReviewed application/pdf en http://eprints.utm.my/11146/1/ZaidFAbdulAbbasMFKA2009.pdf Abdul Abbas, Zaid F. (2009) Structural behavior of prestressed pretensioned concrete composite section. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
spellingShingle TA Engineering (General). Civil engineering (General)
Abdul Abbas, Zaid F.
Structural behavior of prestressed pretensioned concrete composite section
title 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_short Structural behavior of prestressed pretensioned concrete composite section
title_sort structural behavior of prestressed pretensioned concrete composite section
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/11146/1/ZaidFAbdulAbbasMFKA2009.pdf
work_keys_str_mv AT abdulabbaszaidf structuralbehaviorofprestressedpretensionedconcretecompositesection