Performance improvement of profiled steel sheet dry board floor system by concrete infill
The Profiled Steel Sheeting Dry Board (PSSDB) system is a type of lightweight composite structural system constructed from profiled steel sheeting and dry board connected by selfdrilling and self-tapping screws. The PSSDB system can be applied as flooring, walling and roofing panels in buildings. Th...
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my.uniten.dspace-297762023-12-28T16:57:38Z Performance improvement of profiled steel sheet dry board floor system by concrete infill Badaruzzaman W.H.W. Shodiq H.M. Eng J. 57205189014 6504724288 55906937100 Concrete infill Finite element model Predict behavior Simple beam model Concretes Floors Steel sheet Structural analysis Experimental approaches Lightweight composites Performance improvements Predict behavior Profiled steel sheet Profiled steel sheeting Simple beams Structural performance Finite element method The Profiled Steel Sheeting Dry Board (PSSDB) system is a type of lightweight composite structural system constructed from profiled steel sheeting and dry board connected by selfdrilling and self-tapping screws. The PSSDB system can be applied as flooring, walling and roofing panels in buildings. This paper focuses on studying the enhancement of the structural performance of the PSDDB floor system with the introduction of concrete infill in the trough of the profiled steel sheet. The study was conducted through theoretical and experimental approach. The finite element and simple beam models developed have been shown able to predict the behavior of the PSSDB floor system with concrete infill with a very high level of accuracy, i.e. in between 5% to 10%. It has been proven theoretically and experimentally that concrete as an infill material can increase the performance of the floor system compared to the original system without any infill material. Results found that with the use of concrete infill, the deflection at mid-span of the PSSDB floor system has been reduced up to 19%. This indicated an enhancement in the stiffness of the system. � 2006 by School of Engineering and Technology, Asian Institute of Technology. Final 2023-12-28T08:57:38Z 2023-12-28T08:57:38Z 2006 Conference paper 2-s2.0-84886645739 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84886645739&partnerID=40&md5=905f2cdd947055a5deb6af0699d354b5 https://irepository.uniten.edu.my/handle/123456789/29776 5 381 386 School of Engineering and Technology Scopus |
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Concrete infill Finite element model Predict behavior Simple beam model Concretes Floors Steel sheet Structural analysis Experimental approaches Lightweight composites Performance improvements Predict behavior Profiled steel sheet Profiled steel sheeting Simple beams Structural performance Finite element method |
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Concrete infill Finite element model Predict behavior Simple beam model Concretes Floors Steel sheet Structural analysis Experimental approaches Lightweight composites Performance improvements Predict behavior Profiled steel sheet Profiled steel sheeting Simple beams Structural performance Finite element method Badaruzzaman W.H.W. Shodiq H.M. Eng J. Performance improvement of profiled steel sheet dry board floor system by concrete infill |
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The Profiled Steel Sheeting Dry Board (PSSDB) system is a type of lightweight composite structural system constructed from profiled steel sheeting and dry board connected by selfdrilling and self-tapping screws. The PSSDB system can be applied as flooring, walling and roofing panels in buildings. This paper focuses on studying the enhancement of the structural performance of the PSDDB floor system with the introduction of concrete infill in the trough of the profiled steel sheet. The study was conducted through theoretical and experimental approach. The finite element and simple beam models developed have been shown able to predict the behavior of the PSSDB floor system with concrete infill with a very high level of accuracy, i.e. in between 5% to 10%. It has been proven theoretically and experimentally that concrete as an infill material can increase the performance of the floor system compared to the original system without any infill material. Results found that with the use of concrete infill, the deflection at mid-span of the PSSDB floor system has been reduced up to 19%. This indicated an enhancement in the stiffness of the system. � 2006 by School of Engineering and Technology, Asian Institute of Technology. |
| author2 |
57205189014 |
| author_facet |
57205189014 Badaruzzaman W.H.W. Shodiq H.M. Eng J. |
| format |
Conference paper |
| author |
Badaruzzaman W.H.W. Shodiq H.M. Eng J. |
| author_sort |
Badaruzzaman W.H.W. |
| title |
Performance improvement of profiled steel sheet dry board floor system by concrete infill |
| title_short |
Performance improvement of profiled steel sheet dry board floor system by concrete infill |
| title_full |
Performance improvement of profiled steel sheet dry board floor system by concrete infill |
| title_fullStr |
Performance improvement of profiled steel sheet dry board floor system by concrete infill |
| title_full_unstemmed |
Performance improvement of profiled steel sheet dry board floor system by concrete infill |
| title_sort |
performance improvement of profiled steel sheet dry board floor system by concrete infill |
| publisher |
School of Engineering and Technology |
| publishDate |
2023 |
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1806427480965251072 |
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13.211869 |