Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab
This paper presents an experimental analysis of flexural capacity and deformability of structural concrete slabs prepared as composite members consisting of two concrete layers made of reinforced ordinary concrete (N) and fiber reinforced concrete (SFRC). The reinforced concrete composite slabs used...
Main Author: | Sadowska-Buraczewska B. |
---|---|
Format: | Article |
Language: | English |
Published: |
Polish Academy of Sciences
2016-09-01
|
Series: | Archives of Civil Engineering |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/ace.2016.62.issue-3/ace-2015-0091/ace-2015-0091.xml?format=INT |
Similar Items
-
Proposal for estimating the punching shear load-carrying capacity of steel fibers reinforced concrete flat slabs
by: Lucas Guedes Dantas, et al.
Published: (2023-02-01) -
Flexural behavior of preflex sfrc-encased steel joist composite beams
by: Raad Azzawi, et al.
Published: (2020-09-01) -
Effects of pre-cracked width and seawater erosion on the cracking behavior of SFRC beams with BFRP bars subjected to cyclic loading
by: Haitang Zhu, et al.
Published: (2024-03-01) -
Flexural Behavior of Composite Concrete Slabs Made with Steel and Polypropylene Fibers Reinforced Concrete in the Compression Zone
by: Barbara Sadowska-Buraczewska, et al.
Published: (2020-08-01) -
Bending Behavior and Deflection Prediction of High-Strength SFRC Beams under Fatigue Loading
by: Dan-ying Gao, et al.
Published: (2020-05-01)