Fig. 49
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
SH-RHS (120 × 200) joint with an axial compression ratio of 0.3 and bending under constant pressure.
Fig. 49 | Scientific Reports
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
SH-RHS (120 × 200) joint with an axial compression ratio of 0.3 and bending under constant pressure.
