Effect of Freeze-thaw Cycle on Interfacial Shear Properties of Steel Adhesive
The effects of freeze-thaw cycles on the double-sided shear properties of reinforced steel concrete were studied by double-sided shear tests of steel plate and concrete.The changes of interface bearing capacity and peak strain under freeze-thaw conditions were also analyzed.The results show that after 0,15,25,40,50,75,100 freeze-thaw cy-cles,double-sided shear specimens of steel plate and concrete are subjected to double-sided shear tests.The failure of specimens is brittle,and the main failure forms are colloid and steel plate stripping and colloid and concrete stripping.
freeze-thaw cyclebridge reinforcementsteel adhesiveinterfacial shear test
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