Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature

Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature

Steel fiber reinforced concrete (SFRC) and high performance concrete (HPC) are widely used in the structural elements of buildings such as slabs, industrial floors and others by enhancing the mechanical properties of structural elements of buildings. Generally, high temperature is serious problems f...

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Bibliographic Details
Main Author: Sahara, Mohd Sarif
Format: Undergraduates Project Papers
Language:English
Published: 2018
Subjects:
TA Engineering (General). Civil engineering (General)
TH Building construction
Online Access:http://umpir.ump.edu.my/id/eprint/26266/
http://umpir.ump.edu.my/id/eprint/26266/
http://umpir.ump.edu.my/id/eprint/26266/1/Behaviour%20of%20steel%20fiber%20reinforced%20concrete%20%26%20high%20performance%20concrete%20exposed%20to%20elevated.pdf
id ump-26266
recordtype eprints
spelling ump-262662019-10-31T02:01:50Z http://umpir.ump.edu.my/id/eprint/26266/ Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature Sahara, Mohd Sarif TA Engineering (General). Civil engineering (General) TH Building construction Steel fiber reinforced concrete (SFRC) and high performance concrete (HPC) are widely used in the structural elements of buildings such as slabs, industrial floors and others by enhancing the mechanical properties of structural elements of buildings. Generally, high temperature is serious problems for all concrete structures which drive in a mechanical decay of the concrete and even damaging effects at the structural level due to exposure to the flames, in case of fire. In this experimental work has an aspect which focused on basic mechanical behavior of concrete at high temperature including residual strength. After being subjected to different elevated heating temperatures, ranging between room temperature and 240ºC, the compressive strength of concrete reinforced with 4% steel fiber reinforced concrete (SFRC) and high performance concrete (HPC) residual strength have been investigated. For each type of concrete 18 sets for plain concrete (PC), high performance concrete (HPC) and steel fiber reinforced concrete (SFRC) of cubes have been cast. These specimens have been tested for compressive strength at elevated temperatures of room temperature and 240ºC for one hour in hot condition immediately after taking out from oven. The results are analysed and final conclusion are drawn. 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26266/1/Behaviour%20of%20steel%20fiber%20reinforced%20concrete%20%26%20high%20performance%20concrete%20exposed%20to%20elevated.pdf Sahara, Mohd Sarif (2018) Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=7739
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
TH Building construction
spellingShingle TA Engineering (General). Civil engineering (General)
TH Building construction
Sahara, Mohd Sarif
Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature
description Steel fiber reinforced concrete (SFRC) and high performance concrete (HPC) are widely used in the structural elements of buildings such as slabs, industrial floors and others by enhancing the mechanical properties of structural elements of buildings. Generally, high temperature is serious problems for all concrete structures which drive in a mechanical decay of the concrete and even damaging effects at the structural level due to exposure to the flames, in case of fire. In this experimental work has an aspect which focused on basic mechanical behavior of concrete at high temperature including residual strength. After being subjected to different elevated heating temperatures, ranging between room temperature and 240ºC, the compressive strength of concrete reinforced with 4% steel fiber reinforced concrete (SFRC) and high performance concrete (HPC) residual strength have been investigated. For each type of concrete 18 sets for plain concrete (PC), high performance concrete (HPC) and steel fiber reinforced concrete (SFRC) of cubes have been cast. These specimens have been tested for compressive strength at elevated temperatures of room temperature and 240ºC for one hour in hot condition immediately after taking out from oven. The results are analysed and final conclusion are drawn.
format Undergraduates Project Papers
author Sahara, Mohd Sarif
author_facet Sahara, Mohd Sarif
author_sort Sahara, Mohd Sarif
title Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature
title_short Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature
title_full Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature
title_fullStr Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature
title_full_unstemmed Behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature
title_sort behaviour of steel fiber reinforced concrete & high performance concrete exposed to elevated temperature
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/26266/
http://umpir.ump.edu.my/id/eprint/26266/
http://umpir.ump.edu.my/id/eprint/26266/1/Behaviour%20of%20steel%20fiber%20reinforced%20concrete%20%26%20high%20performance%20concrete%20exposed%20to%20elevated.pdf
first_indexed 2023-09-18T22:40:48Z
last_indexed 2023-09-18T22:40:48Z
_version_ 1777416901275680768

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