Numerical simulation of deformation and fracture of space protective shell structures from concrete and fiber concrete under pulse loading

Radchenko, P. A.; Батуев, С. П.; Радченко, А. В.; Plevkov, V S

doi:10.1088/1742-6596/653/1/012048

Cited by 5 publications

(6 citation statements)

References 2 publications

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“…A general system of continuum mechanics equations in an arbitrary system of coordinates(i = 1,2,3)consists of the following equations (Sedov, 1976;Radchenko et al, 2015;Buzyurkin et al, 2015):…”

Section: Basic Equations Of the Mathematical Modelmentioning

confidence: 99%

Modeling Fracture of Reinforced Concrete Structures Under Impact

Радченко

Radchenko

Батуев

et al. 2019

AEJ

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Introduction: The papers presents results of an integrated experimental and numerical study on behavior of reinforced-concrete beams under impulse loading. The beams under study had three layers. The upper and lower layers were of fiber-reinforced concrete with a carbon fiber volume fraction of 0.2%. The middle layer was of concrete with metal reinforcement. Methods: Experimental studies were performed using a pile driver. A falling weight of 450 kg was dropped on a beam from a height of 0.7 m. The authors performed numerical studies based on the finite element method in a full dynamic 3D setting, using the proprietary EFES software suite considering structure fragmentation, formation of contact and free surfaces. Results: In numerical modeling, the reinforcement mesh was clearly defined. The authors studied changes over time in the stress-strain state, and fracture of reinforced-concrete beams under short-term impact loading. They developed a calculation algorithm and procedure that made it possible to analyze and predict behavior of actual structures in a full dynamic 3D setting. They also proposed a model of concrete and fiber-reinforced concrete behavior, considering anisotropy, bimodularity with regard to strength characteristics, plastic properties, and relations between strength and strain rate / pressure. Fracture dynamics in concrete beams reinforced with metal bars was studied. Good agreement of the results with the experimental data was observed.

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Section: Basic Equations Of the Mathematical Modelmentioning

confidence: 99%

Modeling Fracture of Reinforced Concrete Structures Under Impact

Радченко

Radchenko

Батуев

et al. 2019

AEJ

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“…The set of equations describing non-stationary adiabatic motions of compressible medium in general coordinates ( 1,2,3) i= , includes the following equations [2]:…”

Section: Mathematical Modelmentioning

confidence: 99%

“…Recent authors' works describe results of simulation of Boeing 747 interaction with protective shell [1] in that case contact Citation: Radchenko PA, Batuev SP, Radchenko AV (2017) Numerical Simulation of the Reinforced Concrete Barrier Destruction at Impact. Aeron Aero Open Access J 1(3): 00013.…”

Section: Introductionmentioning

confidence: 99%

“…Recent authors' works describe results of simulation of Boeing 747 interaction with protective shell [1] in that case contact…”

Section: Introductionmentioning

confidence: 99%

“…where i C is defined from the following formulas: It is suggested that concrete fracture in conditions of intensive dynamic loads occurs the following way [1]:…”

Section: Introductionmentioning

confidence: 99%

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Numerical Simulation of the Reinforced Concrete Barrier Destruction at Impact

Radchenko¹,

Batuev²,

Radchenko³

2017

AAOAJ

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The given paper considers penetration of ogival projectile made from titanium and filled with the explosive substance into massive reinforced concrete barrier. Numerical simulation is three-dimensional conducted by means of EFES program software developed by the authors. Mathematical models take into account plastic properties of materials, and fracture. Projectile penetration has been considered as a surface normal, and under angle with the initial velocities of 300 and 700 m/s. Fracture patterns of barrier and explosive substance have been obtained with regards to the interaction conditions. IntroductionRecent authors' works describe results of simulation of Boeing 747 interaction with protective shell [1] in that case contact Citation: Radchenko PA, Batuev SP, Radchenko AV (2017) Numerical Simulation of the Reinforced Concrete Barrier Destruction at Impact. Aeron Aero Open Access J 1(3): 00013.

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