Load(kN) |
The top lateral displacement of the column (mm) |
YQKZ3 |
100.0 |
+7.9 |
A horizontal crack appeared on wing wall A and was 520.0 mm from the top surface of the bottom beam. |
141.1 |
+12.0 |
A slanted crack measuring 0.04 mm in width appeared on the concrete column and was 70.0 mm from the underside of the top beam. |
|
+and-18.0 |
Slanted cracks appeared on both wing walls A and B. |
252.2 |
-30.0 |
The local concrete was crushed slightly at the bottom end of wing wall A. As the top lateral displacement increased, the width of the slanted cracks increased to a maximum of 2.0 mm, and the concrete was increasingly crushed at the bottom of the wing walls in response. |