Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Durability of concrete reinforced with alfa fibres exposed to external sulphate attack and thermal stresses
https://orcid.org/http://orcid.org/0000-0003-4751-1556
This study focuses on the durability of concrete reinforced with alfa fibres against external sulphatic attack and thermal stresses. Several mix design and tests were made of three types of concrete reinforced with alfa fibres (AC-0.1, AC-1 and AC-1.5; respectively, 0.1%, 1%, 1.5% of alfa fibres in volume), as well as two control concretes: ordinary concrete (OC) and polypropylene fibre-reinforced concrete (PC). To study the external sulphatic attack, the different types of concrete underwent two ageing protocols: complete or total immersion, and immersion/drying at 60 °C as an accelerated ageing protocol in a Na2SO4 solution with a concentration of 12.5% by weight. For the exposure of the various concretes to thermal stresses, three temperature levels were used. The results showed that the concrete reinforced with 1% of alfa fibres is the most optimal compared to the control concrete, and could enable to produce green and durable structural concretes based on untreated alfa fibres.
Durability of concrete reinforced with alfa fibres exposed to external sulphate attack and thermal stresses
https://orcid.org/http://orcid.org/0000-0003-4751-1556
This study focuses on the durability of concrete reinforced with alfa fibres against external sulphatic attack and thermal stresses. Several mix design and tests were made of three types of concrete reinforced with alfa fibres (AC-0.1, AC-1 and AC-1.5; respectively, 0.1%, 1%, 1.5% of alfa fibres in volume), as well as two control concretes: ordinary concrete (OC) and polypropylene fibre-reinforced concrete (PC). To study the external sulphatic attack, the different types of concrete underwent two ageing protocols: complete or total immersion, and immersion/drying at 60 °C as an accelerated ageing protocol in a Na2SO4 solution with a concentration of 12.5% by weight. For the exposure of the various concretes to thermal stresses, three temperature levels were used. The results showed that the concrete reinforced with 1% of alfa fibres is the most optimal compared to the control concrete, and could enable to produce green and durable structural concretes based on untreated alfa fibres.
Durability of concrete reinforced with alfa fibres exposed to external sulphate attack and thermal stresses
https://orcid.org/http://orcid.org/0000-0003-4751-1556
This study focuses on the durability of concrete reinforced with alfa fibres against external sulphatic attack and thermal stresses. Several mix design and tests were made of three types of concrete reinforced with alfa fibres (AC-0.1, AC-1 and AC-1.5; respectively, 0.1%, 1%, 1.5% of alfa fibres in volume), as well as two control concretes: ordinary concrete (OC) and polypropylene fibre-reinforced concrete (PC). To study the external sulphatic attack, the different types of concrete underwent two ageing protocols: complete or total immersion, and immersion/drying at 60 °C as an accelerated ageing protocol in a Na2SO4 solution with a concentration of 12.5% by weight. For the exposure of the various concretes to thermal stresses, three temperature levels were used. The results showed that the concrete reinforced with 1% of alfa fibres is the most optimal compared to the control concrete, and could enable to produce green and durable structural concretes based on untreated alfa fibres.
Durability of concrete reinforced with alfa fibres exposed to external sulphate attack and thermal stresses
Asian J Civ Eng
Ziane, Sami (Autor:in) / Khelifa, Mohammed-Rissel (Autor:in) / Mezhoud, Samy (Autor:in) / Medaoud, Saber (Autor:in)
Asian Journal of Civil Engineering ; 21 ; 555-567
01.04.2020
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Durability of concrete exposed to leaching and external sulphate attacks
| Elsevier | 2009
Durability of concrete exposed to leaching and external sulphate attacks
| Tema Archiv | 2009
Durability of concrete exposed to leaching and external sulphate attacks
| Online Contents | 2009
Durability of concrete exposed to leaching and external sulphate attacks
| British Library Online Contents | 2009
Durability of concrete exposed to leaching and external sulphate attacks
| Online Contents | 2009