Numerical Simulation on Ultimate Bearing Capacity of FRP Reinforced Concrete Notched Beams

Pei Xiu Xia; Guang Ping Zou; Jie Lu

doi:10.4028/www.scientific.net/KEM.452-453.337

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HomeKey Engineering MaterialsKey Engineering Materials Vols. 452-453Numerical Simulation on Ultimate Bearing Capacity...

Numerical Simulation on Ultimate Bearing Capacity of FRP Reinforced Concrete Notched Beams

Abstract:

: In this research, some concrete three-point bending specimens (beams) reinforced by FRP are used in numerical simulation to study the influence of the reinforcement on fracture mechanism and the extreme load-bearing capacity of the specimens. The numerical simulation results show the propagation of the crack in concrete is controlled by using FRP. Meanwhile the load-bearing capacity is increased greatly and failure modes are changed.

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Periodical:

Key Engineering Materials (Volumes 452-453)

Pages:

337-340

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.452-453.337

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Online since:

November 2010

Authors:

Pei Xiu Xia, Guang Ping Zou, Jie Lu

Keywords:

Concrete, Fiber Reinforced Polymer (FRP), Fracture Mode, Load-Bearing Capacity

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References

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