Abstract
The impact responses of steel and reinforced concrete (RC) beams were previously analyzed. It was found that the decrease in the stiffness of concrete is a key feature to analyse RC beam. Consequently, introducing the damage model, analytical solutions are improved, and the applicability is demonstrated. Further, a new model is developed, estimating the residual impact resistance. Thus, the impact response of RC beam under cyclic loading is clarified.
Original language | English |
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Pages (from-to) | 411-422 |
Number of pages | 12 |
Journal | Doboku Gakkai Ronbunshuu A |
Volume | 63 |
Issue number | 3 |
DOIs | |
Publication status | Published - 2007 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials
- Mechanical Engineering