Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam

The environmental impact of Portland Cement Production has caused a significant shift towards exploring more sustainable alternatives in the construction industry. Among these alternatives, Fibre-reinforced lightweight aggregate concrete (FRLWAC) emerges as an innovative solution for sustainable bui...

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Bibliographic Details
Main Author: Edbert, Stephen
Other Authors: Tan Kang Hai
Format: Final Year Project (FYP)
Language:English
Published: Nanyang Technological University 2024
Subjects:
Online Access:https://hdl.handle.net/10356/177514
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author Edbert, Stephen
author2 Tan Kang Hai
author_facet Tan Kang Hai
Edbert, Stephen
author_sort Edbert, Stephen
collection NTU
description The environmental impact of Portland Cement Production has caused a significant shift towards exploring more sustainable alternatives in the construction industry. Among these alternatives, Fibre-reinforced lightweight aggregate concrete (FRLWAC) emerges as an innovative solution for sustainable building material, promising to improve the energy efficiency of structures by reducing its climate control energy expenditure while offering comparable strength properties [1]. FRLWAC combines lightweight aggregates with steel fibres, providing a solution that not only reduces the overall weight of structures but also lowers the embodied carbon footprint.
first_indexed 2024-10-01T03:43:55Z
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spelling ntu-10356/1775142024-05-31T15:35:02Z Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam Edbert, Stephen Tan Kang Hai School of Civil and Environmental Engineering CKHTAN@ntu.edu.sg Engineering The environmental impact of Portland Cement Production has caused a significant shift towards exploring more sustainable alternatives in the construction industry. Among these alternatives, Fibre-reinforced lightweight aggregate concrete (FRLWAC) emerges as an innovative solution for sustainable building material, promising to improve the energy efficiency of structures by reducing its climate control energy expenditure while offering comparable strength properties [1]. FRLWAC combines lightweight aggregates with steel fibres, providing a solution that not only reduces the overall weight of structures but also lowers the embodied carbon footprint. Bachelor's degree 2024-05-28T07:23:02Z 2024-05-28T07:23:02Z 2024 Final Year Project (FYP) Edbert, S. (2024). Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/177514 https://hdl.handle.net/10356/177514 en ST-13 application/pdf Nanyang Technological University
spellingShingle Engineering
Edbert, Stephen
Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam
title Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam
title_full Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam
title_fullStr Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam
title_full_unstemmed Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam
title_short Experimental study of shear-span-to depth ratio on fire resistance of continuous fibre-reinforced lightweight aggregate concrete beam
title_sort experimental study of shear span to depth ratio on fire resistance of continuous fibre reinforced lightweight aggregate concrete beam
topic Engineering
url https://hdl.handle.net/10356/177514
work_keys_str_mv AT edbertstephen experimentalstudyofshearspantodepthratioonfireresistanceofcontinuousfibrereinforcedlightweightaggregateconcretebeam