Numerical Analysis on Shear Behavior of Joints under Low Confining and Eccentric Loads

<div>Comparison of experimental and simulated load-displacement curves for specimens with different joints. (a) Monolithic joint. (b) Single-keyed dry joint with NC. (c) Single-keyed dry joint with SFRC.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Numerical Analysis on Shear Behavior of Joints under Low Confining and Eccentric Loads 