Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams

A lightweight concrete section has been developed with a novel use of prefabricated autoclaved aerated concrete (AAC). This section, namely LSRC section, is a reinforced concrete section in which AAC bricks are used as infill material. An experimental investigation into the strength of LSRC beams ha...

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Main Authors: Vimonsatit, Vanissorn, Wahyuni, Ade, Nikraz, Hamid
Other Authors: Sai On Cheung
Format: Conference Paper
Published: Research Publishing Services 2011
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/40265
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author Vimonsatit, Vanissorn
Wahyuni, Ade
Nikraz, Hamid
author2 Sai On Cheung
author_facet Sai On Cheung
Vimonsatit, Vanissorn
Wahyuni, Ade
Nikraz, Hamid
author_sort Vimonsatit, Vanissorn
building Curtin Institutional Repository
collection Online Access
description A lightweight concrete section has been developed with a novel use of prefabricated autoclaved aerated concrete (AAC). This section, namely LSRC section, is a reinforced concrete section in which AAC bricks are used as infill material. An experimental investigation into the strength of LSRC beams has shown promising results under both flexural and shears tests. Based on the test results, the flexural capacity was found to be almost identical to the capacity of the equivalent solid beam, while the shear capacity was reduced. The shear strength reduction was as expected due to the reduction in the compressive strength of AAC infill material. This paper focuses on a numerical investigation into the behavior and strength of LSRC beams using ANSYS finite element method of analysis. A numerical model is developed and the analytical results are comparable with the experiment.
first_indexed 2025-11-14T09:02:24Z
format Conference Paper
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T09:02:24Z
publishDate 2011
publisher Research Publishing Services
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-402652023-01-27T05:52:11Z Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams Vimonsatit, Vanissorn Wahyuni, Ade Nikraz, Hamid Sai On Cheung Siamak Yazdani Nader Ghafoori Amarjit Singh sandwich section composite section ANSYS Lightweight concrete A lightweight concrete section has been developed with a novel use of prefabricated autoclaved aerated concrete (AAC). This section, namely LSRC section, is a reinforced concrete section in which AAC bricks are used as infill material. An experimental investigation into the strength of LSRC beams has shown promising results under both flexural and shears tests. Based on the test results, the flexural capacity was found to be almost identical to the capacity of the equivalent solid beam, while the shear capacity was reduced. The shear strength reduction was as expected due to the reduction in the compressive strength of AAC infill material. This paper focuses on a numerical investigation into the behavior and strength of LSRC beams using ANSYS finite element method of analysis. A numerical model is developed and the analytical results are comparable with the experiment. 2011 Conference Paper http://hdl.handle.net/20.500.11937/40265 Research Publishing Services restricted
spellingShingle sandwich section
composite section
ANSYS
Lightweight concrete
Vimonsatit, Vanissorn
Wahyuni, Ade
Nikraz, Hamid
Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams
title Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams
title_full Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams
title_fullStr Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams
title_full_unstemmed Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams
title_short Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams
title_sort behavior and strength of lightweight sandwich reinforced concrete beams
topic sandwich section
composite section
ANSYS
Lightweight concrete
url http://hdl.handle.net/20.500.11937/40265