Parametric study with FE model of cold-formed plain lipped C-section in shear, and combined bending and shear
The study focuses on the finite element (FE) modelling of cold formed plain lipped C-section in shear, and combined bending and shear, which was developed using ANSYS. Hence, a parametric study on plain C-section was conducted to investigate the applicability of the direct strength method (DSM). In...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Mouloud Mammeri University of Tizi-Ouzou
2019-08-01
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| Series: | Journal of Materials and Engineering Structures |
| Subjects: | |
| Online Access: | http://revue.ummto.dz/index.php/JMES/article/view/1902 |
| _version_ | 1818096099914678272 |
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| author | Tabassum Mahzabeen RAKA Khan Mahmud AMANAT |
| author_facet | Tabassum Mahzabeen RAKA Khan Mahmud AMANAT |
| author_sort | Tabassum Mahzabeen RAKA |
| collection | DOAJ |
| description | The study focuses on the finite element (FE) modelling of cold formed plain lipped C-section in shear, and combined bending and shear, which was developed using ANSYS. Hence, a parametric study on plain C-section was conducted to investigate the applicability of the direct strength method (DSM). In addition, DSM capacity curves were constructed to find out the limitations of DSM. It is found that the DSM equations for nominal shear capacity with tension field action (TFA) gives the capacity that is acceptable when full tension field action is developed while the nominal DSM moment capacity at local buckling outlines conservative results. However, the study also reveals that the DSM nominal shear capacity without tension field action provides lower capacity than the real peak capacity and therefore, it concludes that this method is more conservative. |
| first_indexed | 2024-12-10T22:59:15Z |
| format | Article |
| id | doaj.art-0af26082e48c44268ab7d02998081433 |
| institution | Directory Open Access Journal |
| issn | 2170-127X |
| language | English |
| last_indexed | 2024-12-10T22:59:15Z |
| publishDate | 2019-08-01 |
| publisher | Mouloud Mammeri University of Tizi-Ouzou |
| record_format | Article |
| series | Journal of Materials and Engineering Structures |
| spelling | doaj.art-0af26082e48c44268ab7d029980814332022-12-22T01:30:11ZengMouloud Mammeri University of Tizi-OuzouJournal of Materials and Engineering Structures2170-127X2019-08-01622592681456Parametric study with FE model of cold-formed plain lipped C-section in shear, and combined bending and shearTabassum Mahzabeen RAKA0Khan Mahmud AMANATBangladesh University of Engineering and TechnologyThe study focuses on the finite element (FE) modelling of cold formed plain lipped C-section in shear, and combined bending and shear, which was developed using ANSYS. Hence, a parametric study on plain C-section was conducted to investigate the applicability of the direct strength method (DSM). In addition, DSM capacity curves were constructed to find out the limitations of DSM. It is found that the DSM equations for nominal shear capacity with tension field action (TFA) gives the capacity that is acceptable when full tension field action is developed while the nominal DSM moment capacity at local buckling outlines conservative results. However, the study also reveals that the DSM nominal shear capacity without tension field action provides lower capacity than the real peak capacity and therefore, it concludes that this method is more conservative.http://revue.ummto.dz/index.php/JMES/article/view/1902Combined bending and shearConservativeDirect strength methodTension field action |
| spellingShingle | Tabassum Mahzabeen RAKA Khan Mahmud AMANAT Parametric study with FE model of cold-formed plain lipped C-section in shear, and combined bending and shear Journal of Materials and Engineering Structures Combined bending and shear Conservative Direct strength method Tension field action |
| title | Parametric study with FE model of cold-formed plain lipped C-section in shear, and combined bending and shear |
| title_full | Parametric study with FE model of cold-formed plain lipped C-section in shear, and combined bending and shear |
| title_fullStr | Parametric study with FE model of cold-formed plain lipped C-section in shear, and combined bending and shear |
| title_full_unstemmed | Parametric study with FE model of cold-formed plain lipped C-section in shear, and combined bending and shear |
| title_short | Parametric study with FE model of cold-formed plain lipped C-section in shear, and combined bending and shear |
| title_sort | parametric study with fe model of cold formed plain lipped c section in shear and combined bending and shear |
| topic | Combined bending and shear Conservative Direct strength method Tension field action |
| url | http://revue.ummto.dz/index.php/JMES/article/view/1902 |
| work_keys_str_mv | AT tabassummahzabeenraka parametricstudywithfemodelofcoldformedplainlippedcsectioninshearandcombinedbendingandshear AT khanmahmudamanat parametricstudywithfemodelofcoldformedplainlippedcsectioninshearandcombinedbendingandshear |