Fig. 43
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 negative bending.
Fig. 43 | 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 negative bending.
