Experimental verification of continuous deep beams with openings designed using strut-and-tie modelling
This study investigates the applicability and reliability of the strut-and-tie modelling that is recommended by the ACI 318 Building Code (2002) for designing continuous deep beams with openings. Presented herein are experimental results of two full-scale continuous reinforced concrete deep be...
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| Main Authors: | , |
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| 格式: | Article |
| 語言: | English |
| 出版: |
2012
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/95384 http://hdl.handle.net/10220/8656 |
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| 總結: | This study investigates the applicability and reliability of the strut-and-tie modelling that is recommended by the
ACI 318 Building Code (2002) for designing continuous deep beams with openings. Presented herein are
experimental results of two full-scale continuous reinforced concrete deep beams with openings subjected to
concentrated loads. Each specimen was designed using the ACI 318 (2002) provisions for strut-and-tie models. Both
specimens were found to be able to carry loads greater than the factored design load. The failure mechanism of each
specimen corresponds well with the designed strut-and-tie models. The experimental results thus illustrate the
reliability and conservative nature of strut-and-tie modelling for designing continuous deep beams with openings. |
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