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Recently, Ervine et al. (2011), conducted an experimental and numerical study of a reinforced concrete element subjected to conventional loads followed by a fire load.
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The road tunnel RWS fire curve (Fehérvári 2008) was developed by the Ministry of Transport in the Netherlands and represents a fire lasting up to 120 min of a 50-m3 fuel, oil or petrol tanker with a fire load of 300 MW.
Flammable materials add to a building's fire load -- the combustible parts of a building.
Also, the spalling of concrete caused by impact loading followed by fire loading were implemented to the simulation model using the element elimination procedure proposed in the study.
The aims of this study are to introduce and apply a procedure for quantitative risk assessment and management of fires by defining the fire loads with an applied example.
Sequential loading, consisting of gravity and lateral loads followed by fire loads, was a key aspect of the study, conducted using SAFIR software.
Nevertheless, in order to transcend the limits imposed by manual operation, gun designers such as Mannlicher and the American Hiram Maxim came up with experimental self-loading, or semiautomatic, rifles, which used the energy generated by a fired round to load a fresh round into the chamber.
Fire events in enclosures (such as tunnels) can have severe influence on the safety of support structures, characterized by severe fire loading as regards both the speed of temperature rise and maximum temperatures.
At elevated temperatures induced by fire loading, the I-section beam and column elements in a steel framed building experience combinations of axial, bending and shearing actions that may precipitate local buckling of the steel element.
The fire load was simulated either by a steady state method to reach a fully-developed fire or by a transient state method following the standard temperature time curve.
We thus evaluated the influence of coarse aggregates on the fire resistance performance of a concrete structure by conducting a fire experiment under loading on two types of concrete, one with a granite-based coarse aggregate (NWC: normal weight concrete) and the other consisting of a clay-ash lightweight aggregate (LWC: lightweight concrete).
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