Behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature
The purpose of the study is to know the feasibility of incorporating fibers and the content in HSC to provide sufficient fire resistance and reduce explosive spalling. The investigation will be on the behaviour of Steel and Polypropylene (PP) fibers in HSC under elevated temperatures. The study wa...
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sg-ntu-dr.10356-158372023-03-03T16:52:22Z Behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature Liau, Yick Hwa. Teng Susanto School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The purpose of the study is to know the feasibility of incorporating fibers and the content in HSC to provide sufficient fire resistance and reduce explosive spalling. The investigation will be on the behaviour of Steel and Polypropylene (PP) fibers in HSC under elevated temperatures. The study was carried out by casting HSC with steel and PP fibers of 0.08%, 0.14% and 0.20% and tested at ambient and both hot and residual temperatures of 250°C, 350°C and 550°. Compressive and splitting tensile strengths of the specimens were obtained using compression test and splitting tensile strength test. Bachelor of Engineering (Civil) 2009-05-18T01:19:20Z 2009-05-18T01:19:20Z 2009 2009 Final Year Project (FYP) http://hdl.handle.net/10356/15837 en Nanyang Technological University 37 p. application/pdf |
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DRNTU::Engineering::Civil engineering::Structures and design Liau, Yick Hwa. Behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature |
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The purpose of the study is to know the feasibility of incorporating fibers and the content in HSC to provide sufficient fire resistance and reduce explosive spalling. The investigation will be on the behaviour of Steel and Polypropylene (PP) fibers in HSC under elevated temperatures.
The study was carried out by casting HSC with steel and PP fibers of 0.08%, 0.14% and 0.20% and tested at ambient and both hot and residual temperatures of 250°C, 350°C and 550°. Compressive and splitting tensile strengths of the specimens were obtained using compression test and splitting tensile strength test. |
author2 |
Teng Susanto |
author_facet |
Teng Susanto Liau, Yick Hwa. |
format |
Final Year Project |
author |
Liau, Yick Hwa. |
author_sort |
Liau, Yick Hwa. |
title |
Behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature |
title_short |
Behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature |
title_full |
Behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature |
title_fullStr |
Behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature |
title_full_unstemmed |
Behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature |
title_sort |
behaviour of steel and polypropylene fibers in high strength concrete subjected to elevated temperature |
publishDate |
2009 |
url |
http://hdl.handle.net/10356/15837 |
_version_ |
1759854618352812032 |