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

<div>Details of specimen dimensions and reinforcement (all dimensions are in mm). (a) Monolithic joint. (b) Single-keyed dry joint. (c) Single-keyed epoxied joint.</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Numerical Analysis on Shear Behavior of Joints under Low Confining and Eccentric Loads 