Research Article
Experimental Investigation on the Axially Loaded Performance of Notched Hexagonal Concrete-Filled Steel Tube (CFST) Column
Figure 4
Failure modes for hexagonal CFST columns. (a) Horizontal notch in the sideway. (b) Notch in the corner. (c) Vertical notch in the sideway. (d) Vertical notch in the corner.
(a) |
(b) |
(c) |
(d) |