Techno Press
Techno Press

Advances in Concrete Construction
  Volume 19, Number 1, January 2025 , pages 1-14
DOI: https://doi.org/10.12989/acc.2025.19.1.001
 


Influence of fiber reinforcement on compressive, flexural and shear responses in pre-stressed concrete beams: An experimental investigation
Kaifeng Xing and Peng Chen

 
Abstract
    Inclusion of fiber reinforcement significantly influences the load-deformation response of pre-stressed concrete beams, more specifically the flexural and shears behavior. Although significant studies have been performed in the past on fiber reinforced ordinary concrete beams, investigation on pre-stressed concrete beams is rather limited. The current work involves conducting extensive laboratory model tests wherein the inter-relationship between the proportion of fiber reinforcement and the flexural and shear behavioural trends of pre-stressed concrete beams. The fibers used are two types: steel and macro-synthetic. The fibers at selected proportion by volume is included in the concrete members and a series of tests including compressive strength, fracture behaviour analysis, shear resistance testing and flexural behaviour testing. The experimental results indicated that addition of fibers increased the compressive strength from 4.2% to 23.8%, flexural strength from 6.9% to 14.5%, and restriction to shear cracks in terms of width and extent. A set of important conclusions were drawn from the entire work.
 
Key Words
    fiber reinforcement; flexural strength; hybrid fibers; pre-stressed concrete; shear behaviour
 
Address
School of Architecture and Civil Engineering, Huang Shan University HuangShan City, Anhui Province,245041, China.
 
References
    -acc1901001-
 

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