Flexural Behavior of Reinforced Concrete One-way Slabs with Longitudinal Hollows
This paper presents an experimental investigation of the flexural behavior of reinforced concrete one-way slabs with longitudinal hollows. Hollow ratios (weight reductions) used in this work are 11.43% and 22.86%. Two longitudinal reinforcement ratios (ρ = 0.58 % and 1.03 %) and four steel fibers v...
| 出版年: | Journal of Engineering and Sustainable Development |
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| 主要な著者: | , , |
| フォーマット: | 論文 |
| 言語: | アラビア語 |
| 出版事項: |
Mustansiriyah University/College of Engineering
2024-09-01
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| 主題: | |
| オンライン･アクセス: | https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/2310 |