Детальная информация

Название: Long-term properties of cement mortar under compression, tension, and 3-point bending // Magazine of Civil Engineering. – 2021. – № 5 (105). — С. 10511
Авторы: Sprince A.; Gailitis R.; Pakrastins L.; Kozlovskis T.; Vatin N.
Выходные сведения: 2021
Коллекция: Общая коллекция
Тематика: Строительство; Строительные материалы и изделия; cement mortars; properties of cement mortars; long-term properties of cement mortars; compression of solutions; stretching of solutions; three-point bends; цементные растворы; свойства цементных растворов; долговременные свойства цементных растворов; сжатие растворов; растяжение растворов; трехточечные изгибы
УДК: 691
ББК: 38.3
Тип документа: Статья, доклад
Тип файла: PDF
Язык: Английский
DOI: 10.34910/MCE.105.11
Права доступа: Свободный доступ из сети Интернет (чтение, печать, копирование)
Ключ записи: ru\spstu\analitstest\28008

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Группа: Анонимные пользователи

Сеть: Интернет

Аннотация

Cement composite long-term property assessment usually is limited to the compression strain state due to the difficulty of performing long-term tests in tension and 3-point bending. This paper shows the difference in long-term properties in compression, tension, and 3-point bending for plain ordinary Portland cement mortar (OPC). The obtained results were compared to reinforced specimen results to determine whether the PVA refibres improve the long-term properties of OPC mortar in various stress-strain conditions. Cylinders, compact tension specimens (CT), and beams – plates were prepared to evaluate material properties and the role of fibre reinforcement in these different stress states. Additionally, to conventional surface-attached strain gauges, 2D-DIC was employed to observe the creep strain of specimens in tension. This paper aim to determine long-term property differences in compression, tension and 3-point bending and, also, to see if low amount PVA fibre incorporation improve long-term properties in previously stated stress-strain states. It was determined that the usage of 1 % of PVA fibres increases creep strains in compression on average by 15 % and reduced by 7 % in tension. It reduces shrinkage strain by 18 % in compression and 8 % in tension. The long-term deflection for the PVA fibre-reinforced specimens are, on average by 55 % higher than for plain OPC mortar specimens in 3-point bending.

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Оглавление

  • Long-term properties of cement mortar under compression, tension, and 3-point bending
    • 1. Introduction
    • 2. Materials and Methods
      • 2.1. Materials and specimens
      • 2.2. Test specimen preparation
      • 2.3. Experimental setup
    • 3. Results and Discussion
    • 4. Conclusions
    • 5. Acknowledgements

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