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http://dx.doi.org/10.12989/acc.2019.7.1.051

Dynamic analysis of concrete column reinforced with Sio2 nanoparticles subjected to blast load  

Azmi, Masoud (Department of Civil Engineering, Jasb Branch, Islamic Azad University)
Kolahchi, Reza (Department of Civil Engineering, Jasb Branch, Islamic Azad University)
Bidgoli, Mahmood Rabani (Department of Civil Engineering, Jasb Branch, Islamic Azad University)
Publication Information
Advances in concrete construction / v.7, no.1, 2019 , pp. 51-63 More about this Journal
Abstract
The project focuses on the dynamic analysis of concrete beams reinforced with silica-nanoparticles under blast loading. The structure is located at two boundary conditions. The equivalent composite properties are determined using Mori-Tanak model. The structure is simulated with sinusoidal shear deformation theory. Employing nonlinear strains-displacements, stress-strain, the energy equations of beam were obtained and using Hamilton's principal, the governing equations were derived. Using differential quadrature methods (DQM) and Newmark method, the dynamic deflection of the structure is obtained. The influences of volume percent and agglomeration of silica nanoparticles, geometrical parameters of beam, boundary condition and blast load on the dynamic deflection were investigated. Results showed that with increasing volume percent of silica nanoparticles, the dynamic deflection decreases.
Keywords
dynamic analysis; concrete beam; DQM; silica nanoparticle;
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Times Cited By KSCI : 23  (Citation Analysis)
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