FE MODELLING FOR CAPACITIES OF HEADED STUD SHEAR CONNECTORS IN COMPOSITE STEEL BEAMS WITH SLABS CONCRETE
This study discusses the overall performance of the behavior the shear stud in the composite steel beam. The work has been modeled by using ANSYS APDL program. Under of the influence of lateral horizontal pressure. The analyzed structure is a composite of beam-slab. The beam section is (254 X 254 X...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Publishing House ASV
2023-09-01
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| Series: | International Journal for Computational Civil and Structural Engineering |
| Subjects: | |
| Online Access: | https://ijccse.iasv.ru/index.php/ijccse/article/view/561 |
| _version_ | 1827798715740454912 |
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| author | Muthanna Abbu Doaa Talib Hashim Hasan M. A. Albegmprli ahmed S.Naje |
| author_facet | Muthanna Abbu Doaa Talib Hashim Hasan M. A. Albegmprli ahmed S.Naje |
| author_sort | Muthanna Abbu |
| collection | DOAJ |
| description |
This study discusses the overall performance of the behavior the shear stud in the composite steel beam. The work has been modeled by using ANSYS APDL program. Under of the influence of lateral horizontal pressure. The analyzed structure is a composite of beam-slab. The beam section is (254 X 254 X 73 kg/m) with slab of (1600 mm length, 1200 mm width and 150 mm height) and 6 headed studs 19mm diameter with 100 mm high featuring a single row of pointed studs spaced at 150 mm intervals. First, the study was placed on 200 mm from the end of the slabs on both sides. Headed studs and the value of the limited load are the most relevant dimensions for the aims of this study. One parameter was changed which was the load value. The resulted composite steel was analyzed for each change in the parameters. The results were compared to those from the experimental which revealed a possible alternate analysis that included the selected changes. Besides, the Von-mises stresses and stress intensity have been studied. It was found through structural analysis that there were stresses in the area of the studs which they are resistance to horizontal slips caused by lateral pressure loading. Four composite steel were evaluated at each parameter and were checked with the other factors. For this aim a utilizing parametric analysis software using ANSYS. Language of Design (APDL) was constructed to examine the behavior of the structure.
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| first_indexed | 2024-03-11T19:40:37Z |
| format | Article |
| id | doaj.art-8010018d97cd4230a0439e2a5b6b6751 |
| institution | Directory Open Access Journal |
| issn | 2587-9618 2588-0195 |
| language | English |
| last_indexed | 2024-03-11T19:40:37Z |
| publishDate | 2023-09-01 |
| publisher | Publishing House ASV |
| record_format | Article |
| series | International Journal for Computational Civil and Structural Engineering |
| spelling | doaj.art-8010018d97cd4230a0439e2a5b6b67512023-10-06T10:39:36ZengPublishing House ASVInternational Journal for Computational Civil and Structural Engineering2587-96182588-01952023-09-0119310.22337/2587-9618-2023-19-3-83-91FE MODELLING FOR CAPACITIES OF HEADED STUD SHEAR CONNECTORS IN COMPOSITE STEEL BEAMS WITH SLABS CONCRETEMuthanna Abbu0Doaa Talib Hashim1Hasan M. A. Albegmprli2ahmed S.Naje3Northern Technical University (NTU), Mosul, IRAQNorthern Technical University (NTU), Mosul, IRAQNorthern Technical University (NTU), Mosul, IRAQa:1:{s:5:"ru_RU";s:26:"Al-Qasim Green University ";} This study discusses the overall performance of the behavior the shear stud in the composite steel beam. The work has been modeled by using ANSYS APDL program. Under of the influence of lateral horizontal pressure. The analyzed structure is a composite of beam-slab. The beam section is (254 X 254 X 73 kg/m) with slab of (1600 mm length, 1200 mm width and 150 mm height) and 6 headed studs 19mm diameter with 100 mm high featuring a single row of pointed studs spaced at 150 mm intervals. First, the study was placed on 200 mm from the end of the slabs on both sides. Headed studs and the value of the limited load are the most relevant dimensions for the aims of this study. One parameter was changed which was the load value. The resulted composite steel was analyzed for each change in the parameters. The results were compared to those from the experimental which revealed a possible alternate analysis that included the selected changes. Besides, the Von-mises stresses and stress intensity have been studied. It was found through structural analysis that there were stresses in the area of the studs which they are resistance to horizontal slips caused by lateral pressure loading. Four composite steel were evaluated at each parameter and were checked with the other factors. For this aim a utilizing parametric analysis software using ANSYS. Language of Design (APDL) was constructed to examine the behavior of the structure. https://ijccse.iasv.ru/index.php/ijccse/article/view/561composite steel beam, Finite Element, ANSYS, shear studs |
| spellingShingle | Muthanna Abbu Doaa Talib Hashim Hasan M. A. Albegmprli ahmed S.Naje FE MODELLING FOR CAPACITIES OF HEADED STUD SHEAR CONNECTORS IN COMPOSITE STEEL BEAMS WITH SLABS CONCRETE International Journal for Computational Civil and Structural Engineering composite steel beam, Finite Element, ANSYS, shear studs |
| title | FE MODELLING FOR CAPACITIES OF HEADED STUD SHEAR CONNECTORS IN COMPOSITE STEEL BEAMS WITH SLABS CONCRETE |
| title_full | FE MODELLING FOR CAPACITIES OF HEADED STUD SHEAR CONNECTORS IN COMPOSITE STEEL BEAMS WITH SLABS CONCRETE |
| title_fullStr | FE MODELLING FOR CAPACITIES OF HEADED STUD SHEAR CONNECTORS IN COMPOSITE STEEL BEAMS WITH SLABS CONCRETE |
| title_full_unstemmed | FE MODELLING FOR CAPACITIES OF HEADED STUD SHEAR CONNECTORS IN COMPOSITE STEEL BEAMS WITH SLABS CONCRETE |
| title_short | FE MODELLING FOR CAPACITIES OF HEADED STUD SHEAR CONNECTORS IN COMPOSITE STEEL BEAMS WITH SLABS CONCRETE |
| title_sort | fe modelling for capacities of headed stud shear connectors in composite steel beams with slabs concrete |
| topic | composite steel beam, Finite Element, ANSYS, shear studs |
| url | https://ijccse.iasv.ru/index.php/ijccse/article/view/561 |
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