Fire Resistance Testing of Concrete Slabs Reinforced by GFRP Rebars

2006 ◽  
Vol 15 (2) ◽  
pp. 131-145 ◽  
Author(s):  
Amr W. Sadek ◽  
M. El-Hawary ◽  
Amr S. El-Deeb
2005 ◽  
Vol 14 (2) ◽  
pp. 91-104 ◽  
Author(s):  
Amr Sadek ◽  
Moetaz El-Hawary ◽  
Amr El-Deeb

Batteries ◽  
2021 ◽  
Vol 7 (3) ◽  
pp. 44
Author(s):  
Daniel Darnikowski ◽  
Magdalena Mieloszyk

Lithium-ion batteries (LIBs) have many advantages (e.g., high voltage and long-life cycle) in comparison to other energy storage technologies (e.g., lead acid), resulting in their applicability in a wide variety of structures. Simultaneously, the thermal stability of LIBs is relatively poor and can be damaged by exposure to fire. This paper presents an investigation into a fire resistance safety test for LIBs and the use of thermal sensors to evaluate exposure conditions and estimate the temperatures to which cells are subjected. Temperature distribution data and statistical analysis show significant differences of over 200 ∘C, indicating the stochastic nature of the heating curve despite following the testing procedure requirements. We concluded that the current testing procedure is inadequate for the reliable testing of LIBs, leaving an alarming loophole in the fire safety evaluation. The observed instability is mostly related to wind speed and direction, and fire source size.


Author(s):  
Miroslav Smolka ◽  
Vladimír Mózer ◽  
Piotr Tofiło

Composite panel walls with both combustible and non-combustible cores were subjected to fire resistance test to EN 1364-1. The results revealed that the combustible-core panels started emitting smoke on the unexposed side due to the presence of joints between panels. In some cases the smoke emission started early after the start for the fire exposure. The start of the smoke production period appeared to depend on the fixation of the panels to the furnace frame; three or four sides fixed as per EN 1364-1. The amounts of smoke released indicate that although smoke leakage/production criterion is not currently part of the standard fire-resistance testing protocol it should be assessed when construction elements with combustible components are tested. Otherwise such a barrier may not be considered as a smoke-safe separating element, because model FED calculations indicate a potential threat to the occupants on the unexposed side at a certain set of conditions.


Author(s):  
Johan Sjöström ◽  
Marcin Kozłowski ◽  
Daniel Honfi ◽  
David Lange ◽  
Joakim Albrektsson ◽  
...  

2015 ◽  
Vol 101 ◽  
pp. 558-571 ◽  
Author(s):  
Cristian Maluk ◽  
Giovanni Pietro Terrasi ◽  
Luke Bisby ◽  
Alex Stutz ◽  
Erich Hugi

Author(s):  
Saeed Bakhtiyari ◽  
Arsalan Kalali ◽  
Leila Taghi Akbari ◽  
Farhang Farahbod

PurposeThis paper aims to evaluate fire resistance of carbon fiber-reinforced polymer (CFRP)-strengthened concrete slabs in two forms of unprotected and protected against fire. Design/methodology/approachTo achieve the objective, an unstrengthened and two CFRP-strengthened concrete slabs were first subjected to increasing gravity loading until failure. Subsequently, the unstrengthened concrete slab was placed on a furnace and was subjected to a constant service gravity load and then, the temperature of the furnace was increased according to a standard temperature–time curve until the failure of the slab occurred. This slab was strengthened by CFRP with two different amounts and then, in two cases of unprotected and protected against fire, was tested in accordance with the aforementioned method. FindingsThe gravity test results revealed that CFRP strips bonded to concrete slabs increased the load-bearing capacity considerably. So, this method can be suitable for flexural strengthening of concrete slabs. The fire test results showed that because of more load-bearing capacity and subsequently increase in service gravity load, the strengthened concrete slab failed in a short time due to the lack of CFRP resistance against fire. By contrast, the protected specimens resisted the fire in a considerable time. In addition, it was revealed that details of fire protective coating had an important effect on fire resistance duration. Originality/valueIt is notable that in the literature, there is a lack of data on the fire endurance of fiber-reinforced polymer-strengthened concrete slabs alone without any fire protection system. Furthermore, the applicability and effectiveness of a new kind of spray mineral fire protective coatings was evaluated.


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