Advances in Civil Engineering / 2019 / Article / Fig 3

Research Article

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

Figure 3

Meshing of a three-dimensional finite element model. (a) Monolithic joint. (b) Single-keyed dry joint. (c) Single-keyed epoxied joint.
(a)
(b)
(c)

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