Study on flexural cracking characteristics of polypropylene fiber reinforced concrete beams with BFRP bars

Concrete beams reinforced with BFRP bars have problems such as low stiffness, wide cracks, and brittle flexural failure. Fibers can improve the cracking characteristics. One ordinary concrete BFRP beam and four PP - FRC BFRP beams were fabricated to investigate the influence of the volume ratio of PP fibers and the reinforcement ratio of BFRP on the flexural cracking characteristics of the beams. The results show that PP fibers do not change the flexural failure characteristics of BFRP beams but can increase the ultimate load (by 10.4 % - 36.6 %) and the deflection corresponding to the ultimate load (by 20.9 % - 50.6 %). PP fibers can increase the ultimate strain of coordinated deformation between the concrete in the flexural zone and BFRP bars by 8.77–12.79 times. PP fibers can significantly delay the damage of the concrete in the compression zone, increase the ultimate compressive strain by 60.6 % - 120.3 %, and raise the ductility coefficient by 76.9 % - 153.9 %. The crack height is reduced by 13.9 % - 53.3 % at the same curvature. When the flexural bearing capacity is 80 %, the average crack spacing is reduced by 6.1 % - 13.4 %. Adding PP fibers increased the torque value corresponding to a crack width of 0.8 mm by 28.4–77.6 %. According to the prediction formula for the cracking characteristics of ordinary concrete BFRP beams in GB 50608–2020, the calculation formulas for the average crack spacing and the maximum crack width of PP - FRC BFRP beams are proposed, and their prediction accuracy is better than that of the code formulas. • PP fiber addition improves BFRP beams' ultimate bearing capacity and corresponding deflection. • PP fiber addition enables BFRP bars and concrete to keep coordinated deformation after beam cracking. • PP fiber improves the ductility coefficient of BFRP beams. • PP fiber improves the cracking characteristics of BFRP beams. • A prediction formula for accurately predicting PP - FRC BFRP beams' cracking characteristics is proposed.

Authors

Institutions

Publication Details

Journal
Case Studies in Construction Materials
Published
2025-02-07
DOI
https://doi.org/10.1016/j.cscm.2025.e04372
Citations
3
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
3.02

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Study on flexural cracking characteristics of polypropylene fiber reinforced concrete beams with BFRP bars

Zhiyi Tang, Sitian Zhang, Chao Wu, Bingyan Wei et al.
3 citations
Case Studies in Construction Materials
Structural Behavior of Reinforced Concrete
3.02
article

Study on flexural cracking characteristics of polypropylene fiber reinforced concrete beams with BFRP bars

Zhiyi Tang, Sitian Zhang, Chao Wu, Bingyan Wei, Huayi Wang, Jia He, Ming Zhou
article en
3 citations

Abstract

Concrete beams reinforced with BFRP bars have problems such as low stiffness, wide cracks, and brittle flexural failure. Fibers can improve the cracking characteristics. One ordinary concrete BFRP beam and four PP - FRC BFRP beams were fabricated to investigate the influence of the volume ratio of PP fibers and the reinforcement ratio of BFRP on the flexural cracking characteristics of the beams. The results show that PP fibers do not change the flexural failure characteristics of BFRP beams but can increase the ultimate load (by 10.4 % - 36.6 %) and the deflection corresponding to the ultimate load (by 20.9 % - 50.6 %). PP fibers can increase the ultimate strain of coordinated deformation between the concrete in the flexural zone and BFRP bars by 8.77–12.79 times. PP fibers can significantly delay the damage of the concrete in the compression zone, increase the ultimate compressive strain by 60.6 % - 120.3 %, and raise the ductility coefficient by 76.9 % - 153.9 %. The crack height is reduced by 13.9 % - 53.3 % at the same curvature. When the flexural bearing capacity is 80 %, the average crack spacing is reduced by 6.1 % - 13.4 %. Adding PP fibers increased the torque value corresponding to a crack width of 0.8 mm by 28.4–77.6 %. According to the prediction formula for the cracking characteristics of ordinary concrete BFRP beams in GB 50608–2020, the calculation formulas for the average crack spacing and the maximum crack width of PP - FRC BFRP beams are proposed, and their prediction accuracy is better than that of the code formulas. • PP fiber addition improves BFRP beams' ultimate bearing capacity and corresponding deflection. • PP fiber addition enables BFRP bars and concrete to keep coordinated deformation after beam cracking. • PP fiber improves the ductility coefficient of BFRP beams. • PP fiber improves the cracking characteristics of BFRP beams. • A prediction formula for accurately predicting PP - FRC BFRP beams' cracking characteristics is proposed.

Case Studies in Construction MaterialsVol. 22
Wuhan University of Technology (CN), Eindhoven University of Technology (NL)
Fundamental Research Funds for the Central Universities
Sustainable cities and communities
Openalex Percentile: Top 11%
Structural Behavior of Reinforced Concrete
3.02
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.