Previous Research Works on Reinforced Concrete Curved Beams
The current research work summarizes some previous research works on horizontally curved beams. Because of curvature, torsional effects in the analysis and design should be included. Diameter of ring beam, number of supports, beam width, compressive strength of the concrete, and bearing plate width....
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| Format: | Article |
| Language: | English |
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EDP Sciences
2021-01-01
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| Series: | E3S Web of Conferences |
| Subjects: | |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_03011.pdf |
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| author | Khaleel W. H. Talal A. A. Baidaa N. H. Abdul-Razzaq K. S. Dawood A. A. |
| author_facet | Khaleel W. H. Talal A. A. Baidaa N. H. Abdul-Razzaq K. S. Dawood A. A. |
| author_sort | Khaleel W. H. |
| collection | DOAJ |
| description | The current research work summarizes some previous research works on horizontally curved beams. Because of curvature, torsional effects in the analysis and design should be included. Diameter of ring beam, number of supports, beam width, compressive strength of the concrete, and bearing plate width. Which can be summarized from previous studies is that increasing diameter of ring by about 25-75% decreases the capacity load by about 14-36%, while increasing number of supports by about 33-100%, beam width by about 25-75%, compressive strength of concrete by about 24-76%, and bearing plate width by about 25-75% increases the capacity load by about 62-189%, 25-75%, 24-76%, and 5-16%, respectively due to the beam section increase and/or its properties. Frequently, reinforced concrete deep ring beams exhibit shear failure in a manner similar to straight beams. Strut and tie model (STM) and plastic analysis are useful tools for efficiently analyzing ring or curved deep beams. In addition, the nonlinear three-dimensional finite element modeling is typical for predicting the deep curved beams strength and behavior. |
| first_indexed | 2024-12-14T06:01:43Z |
| format | Article |
| id | doaj.art-e37a6928206b45a980d0baf127140502 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-12-14T06:01:43Z |
| publishDate | 2021-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-e37a6928206b45a980d0baf1271405022022-12-21T23:14:24ZengEDP SciencesE3S Web of Conferences2267-12422021-01-013180301110.1051/e3sconf/202131803011e3sconf_icge2021_03011Previous Research Works on Reinforced Concrete Curved BeamsKhaleel W. H.0Talal A. A.1Baidaa N. H.2Abdul-Razzaq K. S.3Dawood A. A.4Civil Engineering Department, University of DiyalaCivil Engineering Department, University of DiyalaCivil Engineering Department, University of DiyalaCivil Engineering Department, University of DiyalaCivil Engineering Department, University of DiyalaThe current research work summarizes some previous research works on horizontally curved beams. Because of curvature, torsional effects in the analysis and design should be included. Diameter of ring beam, number of supports, beam width, compressive strength of the concrete, and bearing plate width. Which can be summarized from previous studies is that increasing diameter of ring by about 25-75% decreases the capacity load by about 14-36%, while increasing number of supports by about 33-100%, beam width by about 25-75%, compressive strength of concrete by about 24-76%, and bearing plate width by about 25-75% increases the capacity load by about 62-189%, 25-75%, 24-76%, and 5-16%, respectively due to the beam section increase and/or its properties. Frequently, reinforced concrete deep ring beams exhibit shear failure in a manner similar to straight beams. Strut and tie model (STM) and plastic analysis are useful tools for efficiently analyzing ring or curved deep beams. In addition, the nonlinear three-dimensional finite element modeling is typical for predicting the deep curved beams strength and behavior.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_03011.pdfprevious research worksreinforced concretecurvedringbeams |
| spellingShingle | Khaleel W. H. Talal A. A. Baidaa N. H. Abdul-Razzaq K. S. Dawood A. A. Previous Research Works on Reinforced Concrete Curved Beams E3S Web of Conferences previous research works reinforced concrete curved ring beams |
| title | Previous Research Works on Reinforced Concrete Curved Beams |
| title_full | Previous Research Works on Reinforced Concrete Curved Beams |
| title_fullStr | Previous Research Works on Reinforced Concrete Curved Beams |
| title_full_unstemmed | Previous Research Works on Reinforced Concrete Curved Beams |
| title_short | Previous Research Works on Reinforced Concrete Curved Beams |
| title_sort | previous research works on reinforced concrete curved beams |
| topic | previous research works reinforced concrete curved ring beams |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_03011.pdf |
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