Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar

Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar

The purpose of the study is to investigate the high strength concrete beam which compressive strength is 60 N/mm2. The reinforced concrete beam is mixed to various water-cement ratios where 15% of silica fume for adding due to cement-replacement (weight). The experiment is to study the behavior of r...

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Bibliographic Details
Main Author: Abdul Raffar, Abd Rahim
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2000
Online Access:http://ir.uitm.edu.my/id/eprint/18210/
http://ir.uitm.edu.my/id/eprint/18210/2/PPb_ABD%20RAHIM%20ABDUL%20RAFFAR%20EC%2000_5.pdf
id uitm-18210
recordtype eprints
spelling uitm-182102019-03-18T08:48:38Z http://ir.uitm.edu.my/id/eprint/18210/ Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar Abdul Raffar, Abd Rahim The purpose of the study is to investigate the high strength concrete beam which compressive strength is 60 N/mm2. The reinforced concrete beam is mixed to various water-cement ratios where 15% of silica fume for adding due to cement-replacement (weight). The experiment is to study the behavior of reinforced concrete beam under static load with respect to the serviceability and ultimate limit strength. An experimental program is set-up and three beams have been tested. The load is applied in two-point load onto singly reinforced concrete beam. The deflection automatically gives the measurement of crack width, and crack length. The crack width and crack length at each step loading are observed during the process. This study needs a lot of analysis of crack and design of the reinforced concrete beams which containing silica fume and varies water cement ratios. Faculty of Civil Engineering 2000 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18210/2/PPb_ABD%20RAHIM%20ABDUL%20RAFFAR%20EC%2000_5.pdf Abdul Raffar, Abd Rahim (2000) Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar. [Student Project] (Unpublished)
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
description The purpose of the study is to investigate the high strength concrete beam which compressive strength is 60 N/mm2. The reinforced concrete beam is mixed to various water-cement ratios where 15% of silica fume for adding due to cement-replacement (weight). The experiment is to study the behavior of reinforced concrete beam under static load with respect to the serviceability and ultimate limit strength. An experimental program is set-up and three beams have been tested. The load is applied in two-point load onto singly reinforced concrete beam. The deflection automatically gives the measurement of crack width, and crack length. The crack width and crack length at each step loading are observed during the process. This study needs a lot of analysis of crack and design of the reinforced concrete beams which containing silica fume and varies water cement ratios.
format Student Project
author Abdul Raffar, Abd Rahim
spellingShingle Abdul Raffar, Abd Rahim
Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar
author_facet Abdul Raffar, Abd Rahim
author_sort Abdul Raffar, Abd Rahim
title Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar
title_short Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar
title_full Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar
title_fullStr Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar
title_full_unstemmed Behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / Abd Rahim Abdul Raffar
title_sort behaviour of reinforced concrete beam with silica fume understatic load with w/c ratio of 0.3 , 0.4 , 0.5 / abd rahim abdul raffar
publisher Faculty of Civil Engineering
publishDate 2000
url http://ir.uitm.edu.my/id/eprint/18210/
http://ir.uitm.edu.my/id/eprint/18210/2/PPb_ABD%20RAHIM%20ABDUL%20RAFFAR%20EC%2000_5.pdf
first_indexed 2023-09-18T23:00:00Z
last_indexed 2023-09-18T23:00:00Z
_version_ 1777418109830823936

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