2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars

One of new innovation in modified concrete is foamed concrete containing rubber bars. The function of rubber on foamed concrete is to improve the strength and enhance the resistance toward high strain rate loadings. The production of foamed concrete containing rubber bars, therefore, leads to the he...

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Main Authors: Mazlan, Abu Seman, Zainorizuan, Mohd Jaini, Shahrul Niza, Mokhatar, Yuantian, Feng
Format: Book Section
Language:English
Published: Springer 2015
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Online Access:http://umpir.ump.edu.my/id/eprint/9281/1/fkasa-2015-mazlan-2D%20Multi-scale%20Simulation.pdf
http://umpir.ump.edu.my/id/eprint/9281/
http://dx.doi.org/10.1007/978-981-287-290-6_55
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spelling my.ump.umpir.92812017-01-10T03:51:52Z http://umpir.ump.edu.my/id/eprint/9281/ 2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars Mazlan, Abu Seman Zainorizuan, Mohd Jaini Shahrul Niza, Mokhatar Yuantian, Feng TA Engineering (General). Civil engineering (General) One of new innovation in modified concrete is foamed concrete containing rubber bars. The function of rubber on foamed concrete is to improve the strength and enhance the resistance toward high strain rate loadings. The production of foamed concrete containing rubber bars, therefore, leads to the heterogeneous material condition or so-called composite. Mostly, the investigations of strength and material properties of modified concrete are conducted using experimental approaches with various parametric and proportions. This study, however, intends to numerically analyse the strength and elastic properties of foamed concrete containing rubber bars through multi-scale simulation. The unit cell consists of foamed concrete and rubber bar was modelled using the hybrid finite-discrete element method. The damage model of rotating crack was defined on foamed concrete, while rubber bar remain as elastic. It was revealed that foamed concrete containing 5 mm diameter of rubber bars with proportion below that 3 % produces optimum strength. Results that obtained from multi-scale simulation show a favourable agreement with that obtained from experimental study and rule of mixtures. Springer 2015 Book Section PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9281/1/fkasa-2015-mazlan-2D%20Multi-scale%20Simulation.pdf Mazlan, Abu Seman and Zainorizuan, Mohd Jaini and Shahrul Niza, Mokhatar and Yuantian, Feng (2015) 2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars. In: InCIEC 2014:Proceedings of the International Civil and Infrastructure Engineering Conference 2014. Springer, Singapore, pp. 625-638. ISBN 978-981-287-289-0 (print); 978-981-287-290-6 (online) http://dx.doi.org/10.1007/978-981-287-290-6_55 DOI: 10.1007/978-981-287-290-6_55
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mazlan, Abu Seman
Zainorizuan, Mohd Jaini
Shahrul Niza, Mokhatar
Yuantian, Feng
2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars
description One of new innovation in modified concrete is foamed concrete containing rubber bars. The function of rubber on foamed concrete is to improve the strength and enhance the resistance toward high strain rate loadings. The production of foamed concrete containing rubber bars, therefore, leads to the heterogeneous material condition or so-called composite. Mostly, the investigations of strength and material properties of modified concrete are conducted using experimental approaches with various parametric and proportions. This study, however, intends to numerically analyse the strength and elastic properties of foamed concrete containing rubber bars through multi-scale simulation. The unit cell consists of foamed concrete and rubber bar was modelled using the hybrid finite-discrete element method. The damage model of rotating crack was defined on foamed concrete, while rubber bar remain as elastic. It was revealed that foamed concrete containing 5 mm diameter of rubber bars with proportion below that 3 % produces optimum strength. Results that obtained from multi-scale simulation show a favourable agreement with that obtained from experimental study and rule of mixtures.
format Book Section
author Mazlan, Abu Seman
Zainorizuan, Mohd Jaini
Shahrul Niza, Mokhatar
Yuantian, Feng
author_facet Mazlan, Abu Seman
Zainorizuan, Mohd Jaini
Shahrul Niza, Mokhatar
Yuantian, Feng
author_sort Mazlan, Abu Seman
title 2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars
title_short 2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars
title_full 2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars
title_fullStr 2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars
title_full_unstemmed 2D Multi-scale Simulation and Homogenization of Foamed Concrete Containing Rubber Bars
title_sort 2d multi-scale simulation and homogenization of foamed concrete containing rubber bars
publisher Springer
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/9281/1/fkasa-2015-mazlan-2D%20Multi-scale%20Simulation.pdf
http://umpir.ump.edu.my/id/eprint/9281/
http://dx.doi.org/10.1007/978-981-287-290-6_55
_version_ 1643666087763509248
score 13.211869