Fig. 45
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
S-RHS (120 × 200) joint with an axial compression ratio of 0.3 under constant tension and bending.
Fig. 45 | Scientific Reports
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
S-RHS (120 × 200) joint with an axial compression ratio of 0.3 under constant tension and bending.
