Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load

Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load

Structural wall with opening are widely used as lateral load bearing elements in designing earthquakes resistant for building. Therefore, this study was investigated the performance of lightweight foam concrete with window opening under axial load. The Reinforced Lightweight Foam Concrete with 15%...

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Bibliographic Details
Main Author: Sulaiman, Mat Rani
Format: Undergraduates Project Papers
Language:English
Published: 2010
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/2551/
http://umpir.ump.edu.my/id/eprint/2551/
http://umpir.ump.edu.my/id/eprint/2551/1/SULAIMAN_BIN_MAT_RANI.PDF
id ump-2551
recordtype eprints
spelling ump-25512015-03-03T07:57:14Z http://umpir.ump.edu.my/id/eprint/2551/ Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load Sulaiman, Mat Rani TA Engineering (General). Civil engineering (General) Structural wall with opening are widely used as lateral load bearing elements in designing earthquakes resistant for building. Therefore, this study was investigated the performance of lightweight foam concrete with window opening under axial load. The Reinforced Lightweight Foam Concrete with 15% of Silica Fume (SFRLWC) behavior was analyzed and discussed in term of ultimate load, maximum deflection and mode of failure compare to conventional concrete. The cube test (compressive strength test) showed that the SFRWC-WPWO was 46% higher than conventional concrete but the weight was 22% lower than the conventional concrete. In this study, the ultimate load of SFRWC-WPWO was 34% higher than conventional concrete with magnitude of 482kN. The deflection of SFRWC-WPWO was 41% lower than conventional concrete with magnitude of 5.57mm. The failure mode for conventional concrete is due to cracking and SFRWC-WPWO was not failed under 500kN axial load test. Finally, the study explained that the lightweight foam concrete were fragile but more effective compared to conventional concrete in term of compressive strength of cube test, axial load test and the cracking and mode of failure. 2010-11 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2551/1/SULAIMAN_BIN_MAT_RANI.PDF Sulaiman, Mat Rani (2010) Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load. Faculty of Civil Engineering & Earth Resources , Universiti Malaysia Pahang . http://iportal.ump.edu.my/lib/item?id=chamo:46014&theme=UMP2
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)
spellingShingle TA Engineering (General). Civil engineering (General)
Sulaiman, Mat Rani
Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load
description Structural wall with opening are widely used as lateral load bearing elements in designing earthquakes resistant for building. Therefore, this study was investigated the performance of lightweight foam concrete with window opening under axial load. The Reinforced Lightweight Foam Concrete with 15% of Silica Fume (SFRLWC) behavior was analyzed and discussed in term of ultimate load, maximum deflection and mode of failure compare to conventional concrete. The cube test (compressive strength test) showed that the SFRWC-WPWO was 46% higher than conventional concrete but the weight was 22% lower than the conventional concrete. In this study, the ultimate load of SFRWC-WPWO was 34% higher than conventional concrete with magnitude of 482kN. The deflection of SFRWC-WPWO was 41% lower than conventional concrete with magnitude of 5.57mm. The failure mode for conventional concrete is due to cracking and SFRWC-WPWO was not failed under 500kN axial load test. Finally, the study explained that the lightweight foam concrete were fragile but more effective compared to conventional concrete in term of compressive strength of cube test, axial load test and the cracking and mode of failure.
format Undergraduates Project Papers
author Sulaiman, Mat Rani
author_facet Sulaiman, Mat Rani
author_sort Sulaiman, Mat Rani
title Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load
title_short Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load
title_full Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load
title_fullStr Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load
title_full_unstemmed Effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load
title_sort effectiveness of silica fume lightweight foam concrete wall panel with window opening under axial load
publishDate 2010
url http://umpir.ump.edu.my/id/eprint/2551/
http://umpir.ump.edu.my/id/eprint/2551/
http://umpir.ump.edu.my/id/eprint/2551/1/SULAIMAN_BIN_MAT_RANI.PDF
first_indexed 2023-09-18T21:56:28Z
last_indexed 2023-09-18T21:56:28Z
_version_ 1777414112032063488

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