Effects of Hooked-End Steel Fiber Geometry and Volume Fraction on the Flexural Behavior of Concrete Pedestrian Decks
This study investigates the effects of hooked-end fiber geometry and volume fraction on the flexural behavior of concrete pedestrian decks. To achieve this, three different fiber geometries, i.e., three-dimensional (3D), four-dimensional (4D), and five-dimensional (5D), and volume fractions of 0.37%...
Main Authors: | Seung-Jung Lee, Doo-Yeol Yoo, Do-Young Moon |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2019-03-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/9/6/1241 |
Similar Items
-
Performance evaluation of HSC beams with low flexural reinforcement
by: T.M. Elrakib
Published: (2013-04-01) -
Enhancing the tensile performance of ultra-high-performance concrete through strategic use of novel half-hooked steel fibers
by: Doo-Yeol Yoo, et al.
Published: (2020-05-01) -
Compressive Behavior of Fiber-Reinforced Concrete with End-Hooked Steel Fibers
by: Seong-Cheol Lee, et al.
Published: (2015-03-01) -
Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
by: Pichardo, C., et al.
Published: (2020) -
Flexural ductility of lightweight-aggregate concrete beams
by: Luís F. A. Bernardo, et al.
Published: (2016-05-01)