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Quantitative impact response analysis of reinforced concrete beam using the Smoothed Particle Hydrodynamics (SPH) method
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 Title & Authors
Quantitative impact response analysis of reinforced concrete beam using the Smoothed Particle Hydrodynamics (SPH) method
Mokhatar, S.N.; Sonoda, Y.; Kueh, A.B.H.; Jaini, Z.M.;
 Abstract
The nonlinear numerical analysis of the impact response of reinforced concrete/mortar beam incorporated with the updated Lagrangian method, namely the Smoothed Particle Hydrodynamics (SPH) is carried out in this study. The analysis includes the simulation of the effects of high mass low velocity impact load falling on beam structures. Three material models to describe the localized failure of structural elements are: (1) linear pressure-sensitive yield criteria (Drucker-Prager type) in the pre-peak regime for the concrete/mortar meanwhile, the shear strain energy criterion (Von Mises) is applied for the steel reinforcement (2) nonlinear hardening law by means of modified linear Drucker-Prager envelope by employing the plane cap surface to simulate the irreversible plastic behavior of concrete/mortar (3) implementation of linear and nonlinear softening in tension and compression regions, respectively, to express the complex behavior of concrete material during short time loading condition. Validation upon existing experimental test results is conducted, from which the impact behavior of concrete beams are best described using the SPH model adopting an average velocity and erosion algorithm, where instability in terms of numerical fragmentation is reduced considerably.
 Keywords
erosion;impact loading;modified Drucker-Prager;RC beam;smoothed particle hydrodynamics;
 Language
English
 Cited by
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Structural Engineering and Mechanics, 2016. vol.60. 2, pp.225-235 crossref(new window)
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A SPH-Lagrangian-Eulerian approach for the simulation of concrete gravity dams under combined effects of penetration and explosion, KSCE Journal of Civil Engineering, 2017  crossref(new windwow)
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Polypropylene fiber reinforced concrete plates under fluid impact. Part II: modeling and simulation, Structural Engineering and Mechanics, 2016, 60, 2, 225  crossref(new windwow)
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An impulse-based model for impact between two concrete blocks, International Journal of Impact Engineering, 2017, 107, 96  crossref(new windwow)
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