A platform for research: civil engineering, architecture and urbanism
Analysis of Lightweight Polystyrene Foam Concrete Flat Slabs under Fire Condition
Lightweight reinforced concrete (LWC) is widely used in various reinforced concrete (RC) applications, such as its use in diverse types of reinforced concrete slabs. The aim of this study is to analyze the behavior of reinforced foam concrete slabs (flat slab type) that are exposed to fire conditions under the influence of eccentric loads as well as concentric loads. This analysis has been done using the finite element method by a (ANSYS) software program. The validity of the adopted models was verified through comparison with a previous experimental study. The studied specimens were eleven reinforced concrete flat slabs with a thickness of 150 mm. The lightweight polystyrene foam concrete was used in these specimens with a density of 1820 kg/m3. The results showed that the fire effect lead to a decrease in the maximum carrying load of foam concrete slabs by 25%. Also, by comparing the finite element results with the selected experimental study, the results showed a great agreement with the analytical study used in this research.
Analysis of Lightweight Polystyrene Foam Concrete Flat Slabs under Fire Condition
Lightweight reinforced concrete (LWC) is widely used in various reinforced concrete (RC) applications, such as its use in diverse types of reinforced concrete slabs. The aim of this study is to analyze the behavior of reinforced foam concrete slabs (flat slab type) that are exposed to fire conditions under the influence of eccentric loads as well as concentric loads. This analysis has been done using the finite element method by a (ANSYS) software program. The validity of the adopted models was verified through comparison with a previous experimental study. The studied specimens were eleven reinforced concrete flat slabs with a thickness of 150 mm. The lightweight polystyrene foam concrete was used in these specimens with a density of 1820 kg/m3. The results showed that the fire effect lead to a decrease in the maximum carrying load of foam concrete slabs by 25%. Also, by comparing the finite element results with the selected experimental study, the results showed a great agreement with the analytical study used in this research.
Analysis of Lightweight Polystyrene Foam Concrete Flat Slabs under Fire Condition
Majed Alzara (author) / Magdy Riad (author) / Mohamed AbdelMongy (author) / Mohamed A. Farouk (author) / Ahmed M. Yosri (author) / Ahmed M. Moubarak (author) / Ahmed Ehab (author)
2022
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Shear capacity of lightweight concrete flat slabs
Engineering Index Backfile | 1969
|Prestressed concrete flat slabs
UB Braunschweig | 1977
|Punching shear tests on flat concrete slabs exposed to fire
British Library Online Contents | 2013
|Post tensioned concrete slabs under fire conditions
British Library Online Contents | 2009