Advances in Civil Engineering / 2019 / Article / Fig 7

Research Article

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

Figure 7

Typical load-displacement curves for specimens at different loading positions. (a) Monolithic joint with NC. (b) Single-keyed dry joint with NC. (c) Single-keyed dry joint with SFRC. (d) Single-keyed epoxied joint with NC.
(a)
(b)
(c)
(d)

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