Research Article
Experimental and Numerical Analysis of Hollow and Solid Reinforced Concrete Piers under Static and Impact Loadings
Figure 8
Failure modes of hollow piers under impact loading ( = 0.4). (a) DB20I. (b) DB20II. (c) DB20III. (d) DB30III.
| (a) |
| (b) |
| (c) |
| (d) |