Brief Report
Version 1
Preserved in Portico This version is not peer-reviewed
Ultra-High-Performance Fiber-Reinforced Concrete: Fresh Properties
Version 1
: Received: 21 July 2022 / Approved: 26 July 2022 / Online: 26 July 2022 (10:50:18 CEST)
How to cite: Qaidi, S. Ultra-High-Performance Fiber-Reinforced Concrete: Fresh Properties. Preprints 2022, 2022070406. https://doi.org/10.20944/preprints202207.0406.v1 Qaidi, S. Ultra-High-Performance Fiber-Reinforced Concrete: Fresh Properties. Preprints 2022, 2022070406. https://doi.org/10.20944/preprints202207.0406.v1
Abstract
UHPC is a cement-based composite that is used in new construction and/or renovation of existing structures to increase their service life. It is a unique composite material that may be used as an alternative to concrete in harsh conditions. Following decades of research and development, a wide range of commercial UHPC compositions are now accessible across the world to fulfill the growing number of applications and demand for high-quality construction materials. Although UHPC has significant advantages over conventional concrete, its use is limited because of rigid design restrictions and excessive pricing. As a consequence, a detailed analysis of UHPC's durability qualities is necessary to provide critical information for material testing requirements and methods, as well as to widen its practical applications. The goal of this study is to learn more about UHPC and to encourage more research and use of UHPC.
Keywords
Ultra-High-Performance Fiber-Reinforced Concrete; Fresh properties
Subject
Engineering, Civil Engineering
Copyright: This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Comments (0)
We encourage comments and feedback from a broad range of readers. See criteria for comments and our Diversity statement.
Leave a public commentSend a private comment to the author(s)
* All users must log in before leaving a comment
