Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi

Concrete mixes design to produce 42 N/mm² - 84 M/mm² in compressive strength are easily obtainable today with silica fume replacing a portion of the cement content. Such concretes with a design compressive strength exceeds 42 M/mm² may be defined as “High Strength Concrete”. For several reasons, the...

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Main Author: Rudy Tawie Joseph Sipi
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 1999
Online Access:https://ir.uitm.edu.my/id/eprint/18119/
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author Rudy Tawie Joseph Sipi
author_facet Rudy Tawie Joseph Sipi
author_sort Rudy Tawie Joseph Sipi
building UiTM Institutional Repository
collection Online Access
description Concrete mixes design to produce 42 N/mm² - 84 M/mm² in compressive strength are easily obtainable today with silica fume replacing a portion of the cement content. Such concretes with a design compressive strength exceeds 42 M/mm² may be defined as “High Strength Concrete”. For several reasons, there has recently been a marked interest in the determination of the dynamic characteristics of structures and their response under dynamic loads and effect. Subjected to dynamic loading under sinusoidal wave pattern, a study has been carried out to make an experimental investigation on reinforced concrete beam (Grade 60 N/mm2) incorporating silica fume replacing cement by weight of w/c ratio of 0.30, with respect to the serviceability and ultimate limits. A total of three specimens each with different silica fume proportion (8%, 12% and 16%) by weight of cement were cast and tested under the dynamic load. Parameters investigated include deflections, crack widths and crack lengths.
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spelling uitm-181192019-03-18T08:50:24Z https://ir.uitm.edu.my/id/eprint/18119/ Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi Rudy Tawie Joseph Sipi Concrete mixes design to produce 42 N/mm² - 84 M/mm² in compressive strength are easily obtainable today with silica fume replacing a portion of the cement content. Such concretes with a design compressive strength exceeds 42 M/mm² may be defined as “High Strength Concrete”. For several reasons, there has recently been a marked interest in the determination of the dynamic characteristics of structures and their response under dynamic loads and effect. Subjected to dynamic loading under sinusoidal wave pattern, a study has been carried out to make an experimental investigation on reinforced concrete beam (Grade 60 N/mm2) incorporating silica fume replacing cement by weight of w/c ratio of 0.30, with respect to the serviceability and ultimate limits. A total of three specimens each with different silica fume proportion (8%, 12% and 16%) by weight of cement were cast and tested under the dynamic load. Parameters investigated include deflections, crack widths and crack lengths. Faculty of Civil Engineering 1999 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/18119/2/PPb_RUDY%20TAWIE%20JOSEPH%20SIPI%20EC%2099_5.PDF Rudy Tawie Joseph Sipi (1999) Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi. (1999) [Student Project] <http://terminalib.uitm.edu.my/18119.pdf> (Unpublished)
spellingShingle Rudy Tawie Joseph Sipi
Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi
title Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi
title_full Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi
title_fullStr Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi
title_full_unstemmed Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi
title_short Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi
title_sort behaviour of reinforced concrete beam with silica fume under dynamic loading / rudy tawie joseph sipi
url https://ir.uitm.edu.my/id/eprint/18119/