Research Article

Experimental Study and Numerical Simulation Analysis on Reinforcement of Mortise-Tenon Joints with Flat Steel Strips

Table 6

Comparison of nodal ultimate bending moments.

Mortise-tenon typeSpecimen noReinforcement methodDirectionUltimate corner (rad)Ultimate bending moment (kN·m)Boost ratio

Tou mortise-tenon jointsJD-1aUnreinforcedForward0.20642.49884% improvement in forward direction, 20% reduction in backward direction
Backward0.259964.47745
JD-2aReinforcedForward0.166082.58665
Backward0.095063.5942

Ban mortise-tenon jointsJD-1bUnreinforcedForward0.136541.373951% improvement in forward direction, 111% improvement in backward direction
Backward0.142261.4966
JD-2bReinforcedForward0.165542.07425
Backward0.218363.16485

Dovetail mortise-tenon jointsJD-1cUnreinforcedForward0.11030.43915425% improvement in forward direction, 934% improvement in backward direction
Backward0.145640.28705
JD-2cReinforcedForward0.160582.3047
Backward0.245882.9686