"Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor
Composite engineering component which may consist of two or more materials, connected or combined to give a performance in service, which is superior to the properties of its individual materials. Profiled steel sheet dry board (PSSDB) is a composite system, which classified into macrocomposite syst...
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| Format: | Student Project |
| Language: | English |
| Published: |
Faculty of Civil Engineering
2002
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| Online Access: | https://ir.uitm.edu.my/id/eprint/18213/2/PPb_MOHD%20JOHANEDEY%20MANSOR%20EC%2002_5.PDF |
| _version_ | 1825734998031859712 |
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| author | Mansor, Mohd Johanedey |
| author_facet | Mansor, Mohd Johanedey |
| author_sort | Mansor, Mohd Johanedey |
| collection | UITM |
| description | Composite engineering component which may consist of two or more materials, connected or combined to give a performance in service, which is superior to the properties of its individual materials. Profiled steel sheet dry board (PSSDB) is a composite system, which classified into macrocomposite system comprises of Profiled steel sheet, cemboard and connected by self-tapping screw. This system when combined imposed strength and stiffness. The proposed of this system as a load-bearing wall give more advantages in building construction. It’s a lightweight structure, easy to fabricate and save a lot of time for installation work. In this study, Profiled Steel Sheet Dry Board has been treated as load-bearing wall, where it’s due to door opening using finite element method (LUSAS) has been analyzed. The model analyzed measures three metres wide and three metres high. An opening of 926 mm by 2040 mm is modeled as door opening in symmetrical position. LUSAS 13.3 software adopted to create the finite element model. The model was modeled using 3D thin shell elements as a profiled steel sheet (Bondek □) and dry board (Cemboard). A series of load had been assign to this model and the result are stated as follow; for total load of 256 kN the maximum displacement is 5.969 mm, for maximum stress is 391.50 N/mm2 occurs at node 32837 and for the maximum strain is 0.2785E-2. |
| first_indexed | 2024-03-06T01:40:25Z |
| format | Student Project |
| id | oai:ir.uitm.edu.my:18213 |
| institution | Universiti Teknologi MARA |
| language | English |
| last_indexed | 2024-03-06T01:40:25Z |
| publishDate | 2002 |
| publisher | Faculty of Civil Engineering |
| record_format | dspace |
| spelling | oai:ir.uitm.edu.my:182132019-02-18T04:09:08Z https://ir.uitm.edu.my/id/eprint/18213/ "Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor Mansor, Mohd Johanedey Composite engineering component which may consist of two or more materials, connected or combined to give a performance in service, which is superior to the properties of its individual materials. Profiled steel sheet dry board (PSSDB) is a composite system, which classified into macrocomposite system comprises of Profiled steel sheet, cemboard and connected by self-tapping screw. This system when combined imposed strength and stiffness. The proposed of this system as a load-bearing wall give more advantages in building construction. It’s a lightweight structure, easy to fabricate and save a lot of time for installation work. In this study, Profiled Steel Sheet Dry Board has been treated as load-bearing wall, where it’s due to door opening using finite element method (LUSAS) has been analyzed. The model analyzed measures three metres wide and three metres high. An opening of 926 mm by 2040 mm is modeled as door opening in symmetrical position. LUSAS 13.3 software adopted to create the finite element model. The model was modeled using 3D thin shell elements as a profiled steel sheet (Bondek □) and dry board (Cemboard). A series of load had been assign to this model and the result are stated as follow; for total load of 256 kN the maximum displacement is 5.969 mm, for maximum stress is 391.50 N/mm2 occurs at node 32837 and for the maximum strain is 0.2785E-2. Faculty of Civil Engineering 2002 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/18213/2/PPb_MOHD%20JOHANEDEY%20MANSOR%20EC%2002_5.PDF "Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor. (2002) [Student Project] <http://terminalib.uitm.edu.my/18213.pdf> (Unpublished) |
| spellingShingle | Mansor, Mohd Johanedey "Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor |
| title | "Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor |
| title_full | "Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor |
| title_fullStr | "Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor |
| title_full_unstemmed | "Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor |
| title_short | "Finite element analysis of profiled steel sheet dry board system as a walling unit with door opening" / Mohd Johanedey Mansor |
| title_sort | finite element analysis of profiled steel sheet dry board system as a walling unit with door opening mohd johanedey mansor |
| url | https://ir.uitm.edu.my/id/eprint/18213/2/PPb_MOHD%20JOHANEDEY%20MANSOR%20EC%2002_5.PDF |
| work_keys_str_mv | AT mansormohdjohanedey finiteelementanalysisofprofiledsteelsheetdryboardsystemasawallingunitwithdooropeningmohdjohanedeymansor |