Geopolymer concrete columns subjected to axial load and biaxial bending
This thesis focuses on the behaviour of fly ash based geopolymer concrete columns under axial load and biaxial bending. Tests showed that failure load of columns increased with the increase of concrete compressive strength and longitudinal reinforcement ratio, and decreased with the increase of load...
| Main Author: | |
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| Format: | Thesis |
| Language: | English |
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Curtin University
2013
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| Online Access: | http://hdl.handle.net/20.500.11937/1410 |
| _version_ | 1848743660147965952 |
|---|---|
| author | Rahman, Muhammad Motiur |
| author_facet | Rahman, Muhammad Motiur |
| author_sort | Rahman, Muhammad Motiur |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This thesis focuses on the behaviour of fly ash based geopolymer concrete columns under axial load and biaxial bending. Tests showed that failure load of columns increased with the increase of concrete compressive strength and longitudinal reinforcement ratio, and decreased with the increase of load eccentricity. Use of the Bresler’s reciprocal load formula with an iterative procedure for slender columns in uniaxial bending conservatively predicted the strength of the test columns. |
| first_indexed | 2025-11-14T05:49:06Z |
| format | Thesis |
| id | curtin-20.500.11937-1410 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T05:49:06Z |
| publishDate | 2013 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-14102017-02-20T06:37:58Z Geopolymer concrete columns subjected to axial load and biaxial bending Rahman, Muhammad Motiur This thesis focuses on the behaviour of fly ash based geopolymer concrete columns under axial load and biaxial bending. Tests showed that failure load of columns increased with the increase of concrete compressive strength and longitudinal reinforcement ratio, and decreased with the increase of load eccentricity. Use of the Bresler’s reciprocal load formula with an iterative procedure for slender columns in uniaxial bending conservatively predicted the strength of the test columns. 2013 Thesis http://hdl.handle.net/20.500.11937/1410 en Curtin University fulltext |
| spellingShingle | Rahman, Muhammad Motiur Geopolymer concrete columns subjected to axial load and biaxial bending |
| title | Geopolymer concrete columns subjected to axial load and biaxial bending |
| title_full | Geopolymer concrete columns subjected to axial load and biaxial bending |
| title_fullStr | Geopolymer concrete columns subjected to axial load and biaxial bending |
| title_full_unstemmed | Geopolymer concrete columns subjected to axial load and biaxial bending |
| title_short | Geopolymer concrete columns subjected to axial load and biaxial bending |
| title_sort | geopolymer concrete columns subjected to axial load and biaxial bending |
| url | http://hdl.handle.net/20.500.11937/1410 |