MATEC Web of Conferences
Volume 47, 2016The 3rd International Conference on Civil and Environmental Engineering for Sustainability (IConCEES 2015)
|Number of page(s)||8|
|Section||Structure, Solid Mechanics and Numerical Modelling|
|Published online||01 April 2016|
Effect of Large Negative Phase of Blast Loading on Structural Response of RC Elements
1 Department of Civil Engineering, Abu Dhabi University, UAE
2 Department of Infrastructure Engineering, The University of Melbourne, Australia
3 Department of Civil Engineering, Universiti Teknologi PETRONAS, Malaysia
a Corresponding author : email@example.com
Structural response of reinforced concrete (RC) elements for analysis and design are often obtained using the positive phase of the blast pressure curve disregarding the negative phase assuming insignificant contribution from the negative phase of the loading. Although, some insight on the effect of negative phase of blast pressure based on elastic single-degree-of-freedom (SDOF) analysis was presented before, the influence of negative phase on different types of resistance functions of SDOF models and on realistic finite element analysis has not been explored. In this study, the effects of inclusion of pulse negative phase on structural response of RC elements from SDOF analysis and from more detailed finite element analysis have been investigated. Investigation of SDOF part has been conducted using MATLAB code that utilizes non-linear resistance functions of SDOF model. Detailed numerical investigation using finite element code DIANA was conducted on the significance of the negative phase on structural response. In the FE model, different support stiffness was used to explore the effect of support stiffness on the structural response due to blast negative phase. Results from SDOF and FE analyses present specific situations where the effect of large negative phase was found to be significant on the structural response of RC elements.
© Owned by the authors, published by EDP Sciences, 2016
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