Advances in Civil Engineering / 2019 / Article / Fig 6

Research Article

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

Figure 6

Load-displacement curves under the confining pressure of 0.5∼0.1 MPa. (a) Monolithic joint. (b) Single-keyed dry joint with NC. (c) Single-keyed dry joint with SFRC. (d) 1 mm thick single-keyed epoxied joint. (e) 3 mm thick single-keyed epoxied joint.
(a)
(b)
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(d)
(e)

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