Open AccessSelf‐Monitoring of Reinforced Concrete Beam Bending with Carbon Nanofiber Polyurethane Composite
Author(s) -
Nan Yang,
Xiaolei Yang
Publication year - 2022
Publication title -
advances in civil engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.379
H-Index - 25
eISSN - 1687-8094
pISSN - 1687-8086
DOI - 10.1155/2022/7294899
Subject(s) - materials science , composite material , beam (structure) , polyurethane , bending , composite number , reinforcement , stiffness , bending stiffness , yield (engineering) , structural engineering , bearing capacity , carbon nanofiber , carbon nanotube , engineering
To examine the intelligent sensing properties of polyurethane cement mixed with carbon nanofiber and used as beam reinforcement material, 7 reinforced concrete T-beams were made and reinforced with carbon nanofiber polyurethane cement material (CPUC). Four-point bending tests were conducted. Reinforcing concrete beams with CPUC material might increase the yield load and ultimate load of beams significantly. The overall stiffness of the reinforced beam was enhanced. CPUC played a significant inhibitory role in the formation and development of beam cracks. A sudden change in the rate of CPUC resistance can be used to monitor the yield of a steel bar, and then, a safety warning for the components can be launched. By establishing a model of the relationship between the resistance change rate and the external load, the bearing capacity of the beam is evaluated in real time, and the dual effects of reinforcement and health monitoring of the beam are realized simultaneously.
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