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Finite Element Analysis on the Effects of Elastomeric Inclusions for Abating Heat Transfer in Steel Reinforced Concrete Columns

Much work has been done in improving the structural performance of concrete in hopes of reducing column sizes and providing a safer structure. As a result, high strength (HS) concrete has been developed which varies greatly from normal-strength (NS) concrete, chief among them, a higher stiffness, lower permeability and larger durability. This unfortunately has resulted in poor performance under fire. The lower permeability allows for water vapor to build up causing HS concrete to suffer from explosive spalling under rapid heating. In addition, the coefficient of thermal expansion (CTE) of HS concrete is different than that of NS concrete.