The effect of Foam Volume Ratio on the Shear Friction Behavior of Bottom Ash Based Lightweight Aggregate Concrete

바텀애시 골재 기반 경량 콘크리트의 전단마찰거동에 대한 기포 혼입률의 영향

This study evaluated the effect of foam volume ratio on shear friction behavior of bottom ash based lightweight aggregate concrete (LWA_BA). The LWA_BA with different foam volume ratio ranged between 8 and 25 MPa for compressive strength(f_ck), 17.3~62.5 kN for shear capacity at first shear crack(V_cr), 31.1~73.8 kN for shear friction capacity(V_n), and 0.01~0.03 mm for slip at maximum peak load(S₀). f_ck decreased with increase in the foam volume ratio, showing that this trend was also observed in V_cr, V_n, and S₀.