Аутори:
1. Гордана Броћета, Универзитет у Бањој Луци, Архитектонско-грађевинско-геодетски факултет,
Republic of Srpska, Bosnia and Herzegovina
2. Aleksandar Savić, Građevinski fakultet, Beograd, Serbia
3. Елефтерија Златановић, Универзитет у Нишу, Грађевинско-архитектонски факултет, Александра Медведева 14, 18000 Ниш, РС, Serbia
4. Анђелко Цумбо, Универзитет у Бањалуци, Архитектонско-грађевинско-геодетски факултет, Булевар војводе Степе Степанов,
Republic of Srpska, Bosnia and Herzegovina
5. Марина Латиновић, Универзитет у Бањој Луци, Пољопривредни факултет,
Republic of Srpska, Bosnia and Herzegovina
6. Жарко Лазић, Универзитет у Бањој Луци, Пољопривредни факултет,
Republic of Srpska, Bosnia and Herzegovina
Апстракт:
The possibility of modelling the erosion resistance of concrete, by choosing the appropriate component materials, allows to economically provide a higher level of structure reliability, by the required exposure conditions. Overview of the domestic and international scientific achievements in this field has shown that the aspect of all types of erosion resistance, especially erosion of self-compacting concrete (as one of the newer technologies of concrete composites), is still under-researched. Through a series of own experimental research, on different types of self-compacting concrete, it was observed that the type of applied aggregate has a dominant influence on the analyzed property, and then, to a lesser extent, the achieved compressive strength of the concrete. It was also proved possible to establish the functional dependence of indicators of resistance to wear by grinding and compressive strength of self-compacting concrete made with component materials of domestic origin.
Кључне речи:
self-compacting concrete,component materials,experimental research,erosion resistance,grinding wear,compressive strength.
Тематска област:
СИМПОЗИЈУМ А - Наука материје, кондензоване материје и физикa чврстог стања
Датум пријаве сажетка:
12.08.2022.
Конференцијa:
Contemporary Materials 2022 - Savremeni materijali