Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software
Using the ABAQUS software, this article presents a numerical investigation on the effects of various stud distributions on the behavior of composite beams. A total of 24 continuous 2-span composite beam samples with a span length of 1 m were examined (concrete slab at the top and steel I-section at...
| Principais autores: | , , , , , , , |
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| Formato: | Artigo |
| Idioma: | English |
| Publicado em: |
De Gruyter
2022-07-01
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| coleção: | Journal of the Mechanical Behavior of Materials |
| Assuntos: | |
| Acesso em linha: | https://doi.org/10.1515/jmbm-2022-0046 |
| _version_ | 1828203715236986880 |
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| author | Ali Yasar Ameer Falah Mayadah W. Ali Alaa Hussein Al-Mulali Mohammed Zuhear AL-Khafaji Zainab S. Hashim Tameem Mohammed AL Sa’adi Abdul Hadi Meteab Al-Hashimi Osamah |
| author_facet | Ali Yasar Ameer Falah Mayadah W. Ali Alaa Hussein Al-Mulali Mohammed Zuhear AL-Khafaji Zainab S. Hashim Tameem Mohammed AL Sa’adi Abdul Hadi Meteab Al-Hashimi Osamah |
| author_sort | Ali Yasar Ameer |
| collection | DOAJ |
| description | Using the ABAQUS software, this article presents a numerical investigation on the effects of various stud distributions on the behavior of composite beams. A total of 24 continuous 2-span composite beam samples with a span length of 1 m were examined (concrete slab at the top and steel I-section at the bottom). The concrete slab used is made of a reactive powder concrete with a compressive strength of 100.29 MPa. The total depth of each sample was 0.220 m. The samples were separated into four groups. The first group involved 6 specimens with shear connectors distributed into 2 rows with different distances (65, 85, 105, 150, 200, and 250 mm). The second group had the same spacing of shear connectors as the first group except that the shear connectors were distributed with one row along the longitudinal axis. The third group consisted of six specimens with single and double shear connectors distributed along the longitudinal axis. The fourth group included six specimens with one row of shear connectors arranged in a staggered distribution along the longitudinal axis. Results show that the optimum spacing was 105 mm in all groups and the deflection in group four fluctuated up and down due to the non-symmetrical distribution of the shear connectors. |
| first_indexed | 2024-04-12T12:10:04Z |
| format | Article |
| id | doaj.art-59a8f8e1b79d40b4ac79a87b9f2c913d |
| institution | Directory Open Access Journal |
| issn | 2191-0243 |
| language | English |
| last_indexed | 2024-04-12T12:10:04Z |
| publishDate | 2022-07-01 |
| publisher | De Gruyter |
| record_format | Article |
| series | Journal of the Mechanical Behavior of Materials |
| spelling | doaj.art-59a8f8e1b79d40b4ac79a87b9f2c913d2022-12-22T03:33:35ZengDe GruyterJournal of the Mechanical Behavior of Materials2191-02432022-07-0131141642510.1515/jmbm-2022-0046Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS softwareAli Yasar Ameer0Falah Mayadah W.1Ali Alaa Hussein2Al-Mulali Mohammed Zuhear3AL-Khafaji Zainab S.4Hashim Tameem Mohammed5AL Sa’adi Abdul Hadi Meteab6Al-Hashimi Osamah7Building and Construction Techniques Engineering Department, Al-Mustaqbal University College, Babylon, IraqBuilding and Construction Techniques Engineering Department, Al-Mustaqbal University College, Babylon, IraqBuilding and Construction Techniques Engineering Department, Al-Mustaqbal University College, Babylon, IraqBuilding and Construction Techniques Engineering Department, Al-Mustaqbal University College, Babylon, IraqDepartment of Computer Engineering, Al-Turath University College, Baghdad, IraqBuilding and Construction Techniques Engineering Department, Al-Mustaqbal University College, Babylon, IraqBuilding and Construction Techniques Engineering Department, Al-Mustaqbal University College, Babylon, IraqDepartment of Civil Engineering, Liverpool John Moores University, Liverpool, L3 3AF, UKUsing the ABAQUS software, this article presents a numerical investigation on the effects of various stud distributions on the behavior of composite beams. A total of 24 continuous 2-span composite beam samples with a span length of 1 m were examined (concrete slab at the top and steel I-section at the bottom). The concrete slab used is made of a reactive powder concrete with a compressive strength of 100.29 MPa. The total depth of each sample was 0.220 m. The samples were separated into four groups. The first group involved 6 specimens with shear connectors distributed into 2 rows with different distances (65, 85, 105, 150, 200, and 250 mm). The second group had the same spacing of shear connectors as the first group except that the shear connectors were distributed with one row along the longitudinal axis. The third group consisted of six specimens with single and double shear connectors distributed along the longitudinal axis. The fourth group included six specimens with one row of shear connectors arranged in a staggered distribution along the longitudinal axis. Results show that the optimum spacing was 105 mm in all groups and the deflection in group four fluctuated up and down due to the non-symmetrical distribution of the shear connectors.https://doi.org/10.1515/jmbm-2022-0046composite constructionshear connectorsfinite element analysis |
| spellingShingle | Ali Yasar Ameer Falah Mayadah W. Ali Alaa Hussein Al-Mulali Mohammed Zuhear AL-Khafaji Zainab S. Hashim Tameem Mohammed AL Sa’adi Abdul Hadi Meteab Al-Hashimi Osamah Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software Journal of the Mechanical Behavior of Materials composite construction shear connectors finite element analysis |
| title | Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software |
| title_full | Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software |
| title_fullStr | Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software |
| title_full_unstemmed | Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software |
| title_short | Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software |
| title_sort | studying the effect of shear stud distribution on the behavior of steel reactive powder concrete composite beams using abaqus software |
| topic | composite construction shear connectors finite element analysis |
| url | https://doi.org/10.1515/jmbm-2022-0046 |
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