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)

(c)

(d)

(e)