Fig. 42
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
UT joints with an axial compression ratio of 0.3 subjected to constant tension and positive bending.
Fig. 42 | Scientific Reports
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
UT joints with an axial compression ratio of 0.3 subjected to constant tension and positive bending.
