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Shock and Vibration
Volume 2014, Article ID 529892, 7 pages
Research Article

Structural Response to Blast Loading: The Effects of Corrosion on Reinforced Concrete Structures

Civil Engineering Department, Erzincan University, Turkey

Received 1 July 2013; Accepted 1 January 2014; Published 2 June 2014

Academic Editor: Nuno Maia

Copyright © 2014 Hakan Yalciner. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


Structural blast design has become a necessary part of the design with increasing terrorist attacks. Terrorist attacks are not the one to make the structures important against blast loading where other explosions such as high gas explosions also take an important place in structural safety. The main objective of this study was to verify the structural performance levels under the impact of different blast loading scenarios. The blast loads were represented by using triangular pulse for single degree of freedom system. The effect of blast load on both corroded and uncorroded reinforced concrete buildings was examined for different explosion distances. Modified plastic hinge properties were used to ensure the effects of corrosion. The results indicated that explosion distance and concrete strength were key parameters to define the performance of the structures against blast loading.