BRFPBull Run Family Practice (Manassas, VA)
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For instance, [[tau].sub.1] and [s.sub.1] of BRFP bars ([PHI] 25 mm) in concrete before corrosion were 21.5 MPa and 3.0 mm and reduced to 17.8 MPa and 1.7 mm after 90-day corrosion in artificial seawater, respectively, indicating that the maximum bond stress decreased with the prolong of corrosion age.
Obviously, the improved BPE model is more suitable to describe the bond-slip behavior of BRFP bars in concrete.
So this district receives funds from Backward Regions Fund Programme(BRFP).