International Journal of Earth Sciences and Engineering

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Designed and made four 6 m long SAP concrete beams reinforced with Carbon-Glass fiber tendon, and performed a beam destructive testing by load onto two points. The beams are tested under static flexural loading to investigate the cracking patterns under all levels of load. The modes of failure, characteristic of deformation and load carrying capacities are evaluated in the test. Put forward the calculation formula of the bearing capacity of load carrying limit for SAP concrete beam reinforced with FRP bars.

Keywords

FRP Bars, SAP Concrete Beam, Flexural Property, Load Carrying Capacity.
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