Flexural Behavior of Steel–concrete–steel Sandwich Slabs
K. M. El-Sayed, N. N. Khalil, T. A. El Backlesh
Advances in Research · pp. 1–13 · Published 20 Sep 2016
10.9734/AIR/2016/29007Abstract
Aims: Study the flexural behavior of steel–concrete–steel sandwich slabs. Methodology: Ten SCS slabs full scale specimens were prepared and experimentally tested taking into account the variables of this study. Study Design: Parametric study is carried out by varying the thickness of (bottom & top) steel plates and types of shear connectors. Results: The experimental results included ultimate load, vertical deflection at three points, slip between steel plate & concrete core and mode of failure. Conclusion: Test results show that steel-concrete-steel slabs have good flexural characteristics. The failure modes observed during experiments were occurred due to shear studs rupture, concrete cracking and yielding of steel plates. The shear studs was found to be effective not only in ultimate load capacity but also in vertical deflection.
References (5)
- 1 Lightweight steel–concrete–steel sandwich system with J-hook connectors [DOI]
- 2 Static and fatigue behavior of large stud shear connectors for steel–concrete composite bridges [DOI]
- 3 Behaviour of double skin composite construction [DOI]
- 4 Structural Performance of Steel-Concrete-Steel Sandwich Composite Structures [DOI]
- 5 Static and fatigue tensile strength of friction-welded bar–plate connections embedded in concrete [DOI]
Cited by 6
O. Youssf, R. Hassanli, J. E. Mills · Lecture Notes in Civil Engineering · 2019
Ali A. Abdulhameed, Ammar N. Hanoon, Haider A. Abdulhameed · Archives of Civil and Mechanical Engineering · 2021
Osama Youssf, Reza Hassanli, Julie E. Mills · Journal of Composites Science · 2019
Showing 3 of 6 known citations — external sources report more than can currently be individually listed.
Article metrics
Real usage data collected on this platform.
3
Page views
0
PDF downloads
0
Outbound clicks
6
Citations
Views over time
Views by country
Approximate, from request IP at view time — not citizenship or institution. Countries with fewer than 5 views are grouped as "Other".
Traffic sources
Referring site, by host.
Views and downloads exclude known bots/crawlers. Citations combines this platform's own DOI-resolved index with each external source's own reported total — see Cited by above for individually listed citing works. Last refreshed 0 seconds ago.