Longitudinal shear in composite deck slabs using corrugated steel sheets
Profile deck steel sheets are used in composite deck slabs. These sheets are standard in dimensions and shapes besides they are supplied with embossments and indentations. Such sheets are not available in Iraqi markets nowadays therefore people used another type of sheets which are corrugated withou...
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| Format: | Article |
| Language: | English |
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Warsaw University of Life Sciences
2021-10-01
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| Series: | Przegląd Naukowy Inżynieria i Kształtowanie Środowiska |
| Subjects: | |
| Online Access: |
http://iks.pn.sggw.pl/PN93/A4/art4.pdf
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| _version_ | 1798016771862560768 |
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| author | Hakim S.M. Alkurayshi Adnan K. Jawad Alaa M. Dawood Ahmed Hakim S. |
| author_facet | Hakim S.M. Alkurayshi Adnan K. Jawad Alaa M. Dawood Ahmed Hakim S. |
| author_sort | Hakim S.M. Alkurayshi |
| collection | DOAJ |
| description | Profile deck steel sheets are used in composite deck slabs. These sheets are standard in dimensions and shapes besides they are supplied with embossments and indentations. Such sheets are not available in Iraqi markets nowadays therefore people used another type of sheets which are corrugated without embossments or indentations in very wide range. This study covers the use of such sheets in composite slabs as decks instead of standard profiled steel sheets. The study comprises testing slabs of dimensions 0.9 × 2.5 m reinforced by steel fabric mesh and rested on corrugated sheets. Two types of shear spans are selected shorter and longer to study the longitudinal shear force transmitted due to the applied loads according to the Eurocode 4. The shorter shear spans are 600, 500 and 400 mm while longer one is 800, 750 and 700 mm. The study extended to support the requirements of design equation of the Eurocode by shear bond method also known as m–k method. The evaluated values of m and k are 0.094 and 65 respectively. The result of k which plays a very important role in shear transfer is small compared to what available in literature, therefore it is recommended to make use of shear connectors in such construction or any else method. |
| first_indexed | 2024-04-11T15:55:00Z |
| format | Article |
| id | doaj.art-b2b9023fb5f941debf9eb57d4b34a122 |
| institution | Directory Open Access Journal |
| issn | 1732-9353 2543-7496 |
| language | English |
| last_indexed | 2024-04-11T15:55:00Z |
| publishDate | 2021-10-01 |
| publisher | Warsaw University of Life Sciences |
| record_format | Article |
| series | Przegląd Naukowy Inżynieria i Kształtowanie Środowiska |
| spelling | doaj.art-b2b9023fb5f941debf9eb57d4b34a1222022-12-22T04:15:11ZengWarsaw University of Life SciencesPrzegląd Naukowy Inżynieria i Kształtowanie Środowiska1732-93532543-74962021-10-0130341142310.22630/PNIKS.2021.30.3.35Longitudinal shear in composite deck slabs using corrugated steel sheetsHakim S.M. Alkurayshi0Adnan K. Jawad1Alaa M. Dawood2Ahmed Hakim S.3 Alfurat Alawsat Technical University, Najaf Technical College Alfurat Alawsat Technical University, Najaf Technical College Alfurat Alawsat Technical University, Najaf Technical College Civil engineer private sector, Najaf, Iraq Profile deck steel sheets are used in composite deck slabs. These sheets are standard in dimensions and shapes besides they are supplied with embossments and indentations. Such sheets are not available in Iraqi markets nowadays therefore people used another type of sheets which are corrugated without embossments or indentations in very wide range. This study covers the use of such sheets in composite slabs as decks instead of standard profiled steel sheets. The study comprises testing slabs of dimensions 0.9 × 2.5 m reinforced by steel fabric mesh and rested on corrugated sheets. Two types of shear spans are selected shorter and longer to study the longitudinal shear force transmitted due to the applied loads according to the Eurocode 4. The shorter shear spans are 600, 500 and 400 mm while longer one is 800, 750 and 700 mm. The study extended to support the requirements of design equation of the Eurocode by shear bond method also known as m–k method. The evaluated values of m and k are 0.094 and 65 respectively. The result of k which plays a very important role in shear transfer is small compared to what available in literature, therefore it is recommended to make use of shear connectors in such construction or any else method. http://iks.pn.sggw.pl/PN93/A4/art4.pdf corrugated sheetsshear transfershear spanslipdeflection |
| spellingShingle | Hakim S.M. Alkurayshi Adnan K. Jawad Alaa M. Dawood Ahmed Hakim S. Longitudinal shear in composite deck slabs using corrugated steel sheets Przegląd Naukowy Inżynieria i Kształtowanie Środowiska corrugated sheets shear transfer shear span slip deflection |
| title | Longitudinal shear in composite deck slabs using corrugated steel sheets |
| title_full | Longitudinal shear in composite deck slabs using corrugated steel sheets |
| title_fullStr | Longitudinal shear in composite deck slabs using corrugated steel sheets |
| title_full_unstemmed | Longitudinal shear in composite deck slabs using corrugated steel sheets |
| title_short | Longitudinal shear in composite deck slabs using corrugated steel sheets |
| title_sort | longitudinal shear in composite deck slabs using corrugated steel sheets |
| topic | corrugated sheets shear transfer shear span slip deflection |
| url |
http://iks.pn.sggw.pl/PN93/A4/art4.pdf
|
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