Structural performance of bolted beam-to-beam connections between precast reinforced concrete members: experimental and numerical investigation
This study evaluates the structural behavior of hybrid bolted beam-to-beam connections for precast reinforced-concrete members through coupled testing and nonlinear simulation. Six full-scale assembled beams were tested in monotonic four-point bending, with three anchor-bolt diameters (16, 20, 24 mm) and two assembly c...