Behavior of Long Carbon Fiber Reinforced Concrete Panels under Impact Loading
Abstract
The purpose of this work was to study both the performance and the effectiveness of using long carbon fiber reinforced concrete (LCFRC) in impact loading. Materials studied include four square concrete panels with fibers, two panels with reinforcement, and two panels with plain concrete. Two different types of long carbon fibers, fiber type a and fiber type B, were developed and tested. Results indicate that the use of either type of long carbon fiber increases the concrete panels' resistance to spalling (fragmentation) in dynamic loading. ©2012 AIAA.
Recommended Citation
Z. S. Tabatabaei and J. S. Volz, "Behavior of Long Carbon Fiber Reinforced Concrete Panels under Impact Loading," Collection of Technical Papers - AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference, article no. AIAA 2012-1898, Scimago Journal and Country Rank, Dec 2012.
Department(s)
Civil, Architectural and Environmental Engineering
International Standard Book Number (ISBN)
978-160086937-2
International Standard Serial Number (ISSN)
0273-4508
Document Type
Article - Conference proceedings
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 Scimago Journal and Country Rank, All rights reserved.
Publication Date
01 Dec 2012
