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http://dx.doi.org/10.12989/scs.2022.43.2.229

Dynamic analysis by impact load in viscoelastic sandwich plates with FRP layer utilizing numerical method  

Bayati, Mohammad Reza (Department of Civil Engineering, Khomein Branch, Islamic Azad University)
Mazaheri, Hamid (Department of Civil Engineering, Khomein Branch, Islamic Azad University)
Bidgoli, Mahmood Rabani (Department of Civil Engineering, Khomein Branch, Islamic Azad University)
Publication Information
Steel and Composite Structures / v.43, no.2, 2022 , pp. 229-240 More about this Journal
Abstract
The main objective of this work is presenting a mathematical model for the concrete slab with fiber reinforced polymer (FRP) layer under the impact load. Impacts are assumed to occur normally over the top slab and the interaction between the impactor and the structure is simulated using a new equivalent three-degree-of-freedom (TDOF) spring-mass-damper (SMD) model. The structure is assumed viscoelastic based on Kelvin-Voigt model. Based on the sinusoidal shear deformation theory (SSDT), energy method and Hamilton's principle, the motion equations are derived. Applying DQM, the dynamic deflection and contact force of the structure is calculated numerically so that the effects of mass, velocity and height of impactor, boundary conditions, FRP layer, structural damping and geometrical parameters of structure are shown on the dynamic deflection and contact force of system. Results show that considering structural damping leads to lower dynamic deflection and contact force. In addition, increasing the impact velocity of impactor yields to increases in the maximum contact force and deflection while the contact duration is decreased. The result shows that the contact force and the central deflection of the structure decreases and the contact time decreases with assuming FRP layer.
Keywords
concrete slab with FRP layer, low velocity impact; numerical method; SSDT; viscoelastic;
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Times Cited By KSCI : 5  (Citation Analysis)
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