Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension Face
The present study includes experimental and numerical investigations of the behavior and the load carrying capacity of RC two-hinged beams with radius corner arch at the bottom face subjected to static loading conditions. The experimental program included four specimens with the same volume of concr...
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| Format: | Article |
| Language: | English |
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Semnan University
2024-05-01
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| Series: | Journal of Rehabilitation in Civil Engineering |
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| Online Access: | https://civiljournal.semnan.ac.ir/article_7935_ce43625f606b44c9534b922ffa1d332d.pdf |
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| author | Maryam H. Naser Fatimah H. Naser Ali Hameed Naser Almamoori Mohammed L. Hussien |
| author_facet | Maryam H. Naser Fatimah H. Naser Ali Hameed Naser Almamoori Mohammed L. Hussien |
| author_sort | Maryam H. Naser |
| collection | DOAJ |
| description | The present study includes experimental and numerical investigations of the behavior and the load carrying capacity of RC two-hinged beams with radius corner arch at the bottom face subjected to static loading conditions. The experimental program included four specimens with the same volume of concrete and amount of steel reinforcement but, with a different span of the arch (1180 mm, 900 mm, 740 mm, and 600 mm). The goals were to evaluate the effect of a span of the arch and to find the optimum ratio of the arch length to beam span for the maximum load capacity as well as to validate the numerical results taken from the finite element model. From the results of this work, it was found that the best load carrying capacity for the beam with a radius corner arch is when the arch length/beam span ratio is equal (0.62). Also, the FEM result seems efficient and gives good accuracy through comparison with the experimental results. |
| format | Article |
| id | doaj-art-d900ed4eae9e46e9b8acc86a082d822a |
| institution | Kabale University |
| issn | 2345-4415 2345-4423 |
| language | English |
| publishDate | 2024-05-01 |
| publisher | Semnan University |
| record_format | Article |
| series | Journal of Rehabilitation in Civil Engineering |
| spelling | doaj-art-d900ed4eae9e46e9b8acc86a082d822a2025-01-21T20:47:36ZengSemnan UniversityJournal of Rehabilitation in Civil Engineering2345-44152345-44232024-05-01122264010.22075/jrce.2023.30269.18287935Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension FaceMaryam H. Naser0Fatimah H. Naser1Ali Hameed Naser Almamoori2Mohammed L. Hussien3Department of Water Resources Management Engineering, College of Engineering, Al-Qasim Green University, Babylon 51013, IraqDepartment of Civil Engineering, College of Engineering, Al-Qasim Green University, Babylon 51013, IraqDepartment of Civil Engineering, College of Engineering, University of Kerbala, Kerbala, IraqDepartment of Medical Physics, College of Sciences, Al-Mustaqbal University, Babylon 51001, IraqThe present study includes experimental and numerical investigations of the behavior and the load carrying capacity of RC two-hinged beams with radius corner arch at the bottom face subjected to static loading conditions. The experimental program included four specimens with the same volume of concrete and amount of steel reinforcement but, with a different span of the arch (1180 mm, 900 mm, 740 mm, and 600 mm). The goals were to evaluate the effect of a span of the arch and to find the optimum ratio of the arch length to beam span for the maximum load capacity as well as to validate the numerical results taken from the finite element model. From the results of this work, it was found that the best load carrying capacity for the beam with a radius corner arch is when the arch length/beam span ratio is equal (0.62). Also, the FEM result seems efficient and gives good accuracy through comparison with the experimental results.https://civiljournal.semnan.ac.ir/article_7935_ce43625f606b44c9534b922ffa1d332d.pdfnonlinear analysisreinforced concretebeamradius corner archbottom tension face |
| spellingShingle | Maryam H. Naser Fatimah H. Naser Ali Hameed Naser Almamoori Mohammed L. Hussien Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension Face Journal of Rehabilitation in Civil Engineering nonlinear analysis reinforced concrete beam radius corner arch bottom tension face |
| title | Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension Face |
| title_full | Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension Face |
| title_fullStr | Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension Face |
| title_full_unstemmed | Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension Face |
| title_short | Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension Face |
| title_sort | experimental and fem analyses of rc beams with radius corner arch at bottom tension face |
| topic | nonlinear analysis reinforced concrete beam radius corner arch bottom tension face |
| url | https://civiljournal.semnan.ac.ir/article_7935_ce43625f606b44c9534b922ffa1d332d.pdf |
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