Affiliation(s)
1. Department of Civil Engineering, Catholic University of Pernambuco, Recife 51110-200, Brazil
2. Department of Civil Engineering, University of Pernambuco, Recife 51110-200, Brazil
ABSTRACT
In large cities, news about fires in buildings are
powered by problems such as old wiring and no maintenance.
Accidents with chemicals and human error, which when added to the different
characteristics of each fire and structures can generate the factors causing
these disasters. The gradual rise in temperature causes a different effect in
mortar and concrete parts, verifying the change in coloring provided to loss of
mechanical strength and surface crumbling, cracking and disintegration of the
structure itself. This paper presents a case study in which a building that is
located in the metropolitan region of Recife was exposed to a fire situation.
The metropolitan region of Recife is
composed of several old buildings that by virtue of their age may have delayed
construction methods, and may expose the fragility of the concrete used
in its construction on a fire situation. The concrete structures are recognized
by the good resistance to fire because of the thermal characteristics of the
material, however, the temperature rise in the concrete elements in
characteristic causes a reduction in strength and modulus of elasticity of the
material, the loss in stiffness leading to polyphase degradation of reinforced
concrete, structural parts can lead to ruin, but when properly sized and
executed, the concrete can serve as a proactive agent to be exposed to high
temperatures, as the same may be subjected to high temperatures accidentally or
they may be part of their normal work.
KEYWORDS
Awning, pathological manifestations,
durability.
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