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 by the American Institute of Aeronautics and Astronautics, Inc. All rights reserved.
Recommended Citation
Z. S. Tabatabaei and J. S. Volz, "Behavior of Long Carbon Fiber Reinforced Concrete Panels under Impact Loading," 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference 2012, American Institute of Aeronautics and Astronautics, Dec 2012.
Department(s)
Civil, Architectural and Environmental Engineering
International Standard Book Number (ISBN)
978-160086937-2
Document Type
Article - Conference proceedings
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 American Institute of Aeronautics and Astronautics, All rights reserved.
Publication Date
01 Dec 2012
