Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation
This paper evaluated feasibility of using the waste rubber tire crumbs (WRTCs) as partial replacement for the natural aggregates in production of alkali-activated rubberized concrete (AARC). Numerical model calculations using the neural network technique were performed to evaluate the overall perfor...
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my.utm.954312022-05-31T12:38:06Z http://eprints.utm.my/id/eprint/95431/ Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation Al-Fasih, M. Y. M. Ghasan, F. H. Ibrahim, I. S. Abdul Rahman, M. Z. Hassan, A. A. Rayed, A. TA Engineering (General). Civil engineering (General) This paper evaluated feasibility of using the waste rubber tire crumbs (WRTCs) as partial replacement for the natural aggregates in production of alkali-activated rubberized concrete (AARC). Numerical model calculations using the neural network technique were performed to evaluate the overall performance of the proposed rubberized concretes in terms of the compressive strength, splitting tensile strength, flexural strength, water absorption, carbonation depth and impact resistance to dynamic load. The AARC modified with 30% of WRTCs as the natural aggregates replacement showed improved mechanical strength wherein the compressive strength after the curing age of 28 days was 30 MPa, indicating its suitability for diverse construction applications. Inclusion of WRTCs as substitute to the natural aggregates was shown to improve the concrete ductility. Elsevier Ltd. 2021-10 Article PeerReviewed Al-Fasih, M. Y. M. and Ghasan, F. H. and Ibrahim, I. S. and Abdul Rahman, M. Z. and Hassan, A. A. and Rayed, A. (2021) Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation. Construction and Building Materials, 303 . ISSN 0950-0618 http://dx.doi.org/10.1016/j.conbuildmat.2021.124526 DOI: 10.1016/j.conbuildmat.2021.124526 |
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TA Engineering (General). Civil engineering (General) Al-Fasih, M. Y. M. Ghasan, F. H. Ibrahim, I. S. Abdul Rahman, M. Z. Hassan, A. A. Rayed, A. Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation |
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This paper evaluated feasibility of using the waste rubber tire crumbs (WRTCs) as partial replacement for the natural aggregates in production of alkali-activated rubberized concrete (AARC). Numerical model calculations using the neural network technique were performed to evaluate the overall performance of the proposed rubberized concretes in terms of the compressive strength, splitting tensile strength, flexural strength, water absorption, carbonation depth and impact resistance to dynamic load. The AARC modified with 30% of WRTCs as the natural aggregates replacement showed improved mechanical strength wherein the compressive strength after the curing age of 28 days was 30 MPa, indicating its suitability for diverse construction applications. Inclusion of WRTCs as substitute to the natural aggregates was shown to improve the concrete ductility. |
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Article |
author |
Al-Fasih, M. Y. M. Ghasan, F. H. Ibrahim, I. S. Abdul Rahman, M. Z. Hassan, A. A. Rayed, A. |
author_facet |
Al-Fasih, M. Y. M. Ghasan, F. H. Ibrahim, I. S. Abdul Rahman, M. Z. Hassan, A. A. Rayed, A. |
author_sort |
Al-Fasih, M. Y. M. |
title |
Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation |
title_short |
Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation |
title_full |
Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation |
title_fullStr |
Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation |
title_full_unstemmed |
Synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation |
title_sort |
synthesis of rubberized alkali-activated concrete: experimental and numerical evaluation |
publisher |
Elsevier Ltd. |
publishDate |
2021 |
url |
http://eprints.utm.my/id/eprint/95431/ http://dx.doi.org/10.1016/j.conbuildmat.2021.124526 |
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1735386803273203712 |
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13.250246 |