Finite element modelling of composite castellated beam
Nowadays, castellated beam becomes popular in building structural as beam members. This is due to several advantages of castellated beam such as increased depth without any additional mass, passing the underfloor service ducts without changing of story elevation. However, the presence of holes can d...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2017-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | https://doi.org/10.1051/matecconf/201713802009 |
| _version_ | 1818919842302918656 |
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| author | Frans Richard Parung Herman Muhiddin Achmad Bakri Irmawaty Rita |
| author_facet | Frans Richard Parung Herman Muhiddin Achmad Bakri Irmawaty Rita |
| author_sort | Frans Richard |
| collection | DOAJ |
| description | Nowadays, castellated beam becomes popular in building structural as beam members. This is due to several advantages of castellated beam such as increased depth without any additional mass, passing the underfloor service ducts without changing of story elevation. However, the presence of holes can develop various local effects such as local buckling, lateral torsional buckling caused by compression force at the flange section of the steel beam. Many studies have investigated the failure mechanism of castellated beam and one technique which can prevent the beam fall into local failure is the use of reinforced concrete slab as lateral support on castellated beam, so called composite castellated beam. Besides of preventing the local failure of castellated beam, the concrete slab can increase the plasticity moment of the composite castellated beam section which can deliver into increasing the ultimate load of the beam. The aim of this numerical studies of composite castellated beam on certain loading condition (monotonic quasi-static loading). ABAQUS was used for finite element modelling purpose and compared with the experimental test for checking the reliability of the model. The result shows that the ultimate load of the composite castellated beam reached 6.24 times than the ultimate load of the solid I beam and 1.2 times compared the composite beam. |
| first_indexed | 2024-12-20T01:12:17Z |
| format | Article |
| id | doaj.art-0e3c8d48a9fa41048a942119da172832 |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-20T01:12:17Z |
| publishDate | 2017-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-0e3c8d48a9fa41048a942119da1728322022-12-21T19:58:40ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011380200910.1051/matecconf/201713802009matecconf_eacef2017_02009Finite element modelling of composite castellated beamFrans RichardParung HermanMuhiddin Achmad BakriIrmawaty RitaNowadays, castellated beam becomes popular in building structural as beam members. This is due to several advantages of castellated beam such as increased depth without any additional mass, passing the underfloor service ducts without changing of story elevation. However, the presence of holes can develop various local effects such as local buckling, lateral torsional buckling caused by compression force at the flange section of the steel beam. Many studies have investigated the failure mechanism of castellated beam and one technique which can prevent the beam fall into local failure is the use of reinforced concrete slab as lateral support on castellated beam, so called composite castellated beam. Besides of preventing the local failure of castellated beam, the concrete slab can increase the plasticity moment of the composite castellated beam section which can deliver into increasing the ultimate load of the beam. The aim of this numerical studies of composite castellated beam on certain loading condition (monotonic quasi-static loading). ABAQUS was used for finite element modelling purpose and compared with the experimental test for checking the reliability of the model. The result shows that the ultimate load of the composite castellated beam reached 6.24 times than the ultimate load of the solid I beam and 1.2 times compared the composite beam.https://doi.org/10.1051/matecconf/201713802009 |
| spellingShingle | Frans Richard Parung Herman Muhiddin Achmad Bakri Irmawaty Rita Finite element modelling of composite castellated beam MATEC Web of Conferences |
| title | Finite element modelling of composite castellated beam |
| title_full | Finite element modelling of composite castellated beam |
| title_fullStr | Finite element modelling of composite castellated beam |
| title_full_unstemmed | Finite element modelling of composite castellated beam |
| title_short | Finite element modelling of composite castellated beam |
| title_sort | finite element modelling of composite castellated beam |
| url | https://doi.org/10.1051/matecconf/201713802009 |
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