Dynamic compressive material properties of clay bricks at different strain rates
It is commonly known that materials behave differently under static and dynamic loadings. Clay brick is a vastly used building material. Systematic studies on the dynamic material behaviours of clay bricks are still very limited in the open literature, and the dynamic effect on clay brick material p...
| Main Authors: | , , , , , |
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| Format: | Journal Article |
| Published: |
Elsevier BV
2018
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| Online Access: | http://hdl.handle.net/20.500.11937/71505 |
| _version_ | 1848762497672151040 |
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| author | Zhang, Xihong Chiu, Y. Hao, Hong Hsieh, A. Salter, N. Cui, J. |
| author_facet | Zhang, Xihong Chiu, Y. Hao, Hong Hsieh, A. Salter, N. Cui, J. |
| author_sort | Zhang, Xihong |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | It is commonly known that materials behave differently under static and dynamic loadings. Clay brick is a vastly used building material. Systematic studies on the dynamic material behaviours of clay bricks are still very limited in the open literature, and the dynamic effect on clay brick material properties is not well investigated. This study carried out both low-speed and high-speed compressive tests on three types of clay bricks, i.e. high-strength, mid-strength and low-strength, made with Western Australia clays. The compressive strengths, ultimate strains and Young's modulus of the three different types of bricks at different strain rates (from 1.67 × 10-6/s to 0.08/s and 190/s to 337/s) were quantified. The test results showed the compressive strength was very sensitive to strain rate effect, while the ultimate strain and Young's modulus also exhibited strong strain rate dependency in high strain rate range but appears to be less sensitive to strain rate in the low strain rate regime. Based on the test results, empirical relations of dynamic increase factor (DIFs) for compressive strength, ultimate strain and Young's modulus with respect to strain rate were derived for each type of brick. Discussions and comparisons were made on the dynamic fracture processes and specimen fragments to explain the dynamic enhancement in brick mechanical properties. |
| first_indexed | 2025-11-14T10:48:31Z |
| format | Journal Article |
| id | curtin-20.500.11937-71505 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T10:48:31Z |
| publishDate | 2018 |
| publisher | Elsevier BV |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-715052019-04-03T00:42:01Z Dynamic compressive material properties of clay bricks at different strain rates Zhang, Xihong Chiu, Y. Hao, Hong Hsieh, A. Salter, N. Cui, J. It is commonly known that materials behave differently under static and dynamic loadings. Clay brick is a vastly used building material. Systematic studies on the dynamic material behaviours of clay bricks are still very limited in the open literature, and the dynamic effect on clay brick material properties is not well investigated. This study carried out both low-speed and high-speed compressive tests on three types of clay bricks, i.e. high-strength, mid-strength and low-strength, made with Western Australia clays. The compressive strengths, ultimate strains and Young's modulus of the three different types of bricks at different strain rates (from 1.67 × 10-6/s to 0.08/s and 190/s to 337/s) were quantified. The test results showed the compressive strength was very sensitive to strain rate effect, while the ultimate strain and Young's modulus also exhibited strong strain rate dependency in high strain rate range but appears to be less sensitive to strain rate in the low strain rate regime. Based on the test results, empirical relations of dynamic increase factor (DIFs) for compressive strength, ultimate strain and Young's modulus with respect to strain rate were derived for each type of brick. Discussions and comparisons were made on the dynamic fracture processes and specimen fragments to explain the dynamic enhancement in brick mechanical properties. 2018 Journal Article http://hdl.handle.net/20.500.11937/71505 10.1016/j.conbuildmat.2018.10.150 Elsevier BV restricted |
| spellingShingle | Zhang, Xihong Chiu, Y. Hao, Hong Hsieh, A. Salter, N. Cui, J. Dynamic compressive material properties of clay bricks at different strain rates |
| title | Dynamic compressive material properties of clay bricks at different strain rates |
| title_full | Dynamic compressive material properties of clay bricks at different strain rates |
| title_fullStr | Dynamic compressive material properties of clay bricks at different strain rates |
| title_full_unstemmed | Dynamic compressive material properties of clay bricks at different strain rates |
| title_short | Dynamic compressive material properties of clay bricks at different strain rates |
| title_sort | dynamic compressive material properties of clay bricks at different strain rates |
| url | http://hdl.handle.net/20.500.11937/71505 |