The energy-force model of destruction of reinforced concrete products by machine working bodies



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Abstract

BACKGROUND: The paper considers an approach to describe the working process of static action equipment for the destruction of reinforced concrete products. Despite the widespread use of machines of this type in the construction industry, their design and technological parameters still remain theoretically unsubstantiated. It is noted that individually none of the existing approaches, to the assessment of structural and strength properties of concrete, is not sufficient individually to describe the working process of its destruction by the working bodies of machines.

AIM: Justification of the calculation model for the most comprehensive description of the working process of static action equipment for the destruction of reinforced concrete products.

MATERIALS AND METHODS: A hypothesis to describe the working process of concrete destruction on the basis of brittle fracture mechanics and phenomenological theories of strength is proposed. Verification of the proposed hypothesis was carried out by comparing the computational model, performed by the finite element method, with the results of the experiment on the fracture of concrete specimens of different strength, by stamps.

RESULTS: The study established a high degree of agreement between the theoretical model and experimental data, the relative error in determining the breaking force did not exceed 10%. The proposed hypothesis is helpful to find a solution for the problems of concrete destruction by machine working bodies.

CONCLUSION: An energy-force calculation model has been proposed and experimentally confirmed. The model gives the most complete description of the working process of static-action equipment for the destruction of reinforced concrete products. The results obtained during this study can be used for analytical solution of problems associated with the design of both staticaction and dynamic-action equipment.

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About the authors

Denis V. Furmanov

Yaroslavl State Technical University

Email: denis_furmanov@mail.ru
ORCID iD: 0000-0002-6932-6477
SPIN-code: 6237-2284

Cand. Sci. (Engineering), Assistant professor of the Building and Road Machines Department

Russian Federation, Yaroslavl

Timofey A. Krasnobaev

Yaroslavl State Technical University

Author for correspondence.
Email: tima_k.12@mail.ru
ORCID iD: 0009-0008-0934-6178
SPIN-code: 3999-8239

Postgraduate of the Building and Road Machines Department; Assistant lecturer of the Building and Road Machines Department

Russian Federation, Yaroslavl

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Supplementary files

Supplementary Files
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1. JATS XML
2. Fig. 1. Decomposition of the working process of concrete fracturing in terms of the proposed hypothesis.

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3. Fig. 2. Calculation of the stress-strain state of concrete specimens during stamp indentation in the ANSYS Workbench: а, a spherical stamp; b, a wedge stamp.

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4. Fig. 3. Experiment on the destruction of concrete specimens by stamps: а, a spherical stamp; b, a wedge stamp.

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5. Fig. 4. Curve of stress variation in time during indentation of a spherical stamp: a, a spherical stamp, b, a wedge stamp.

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6. Fig. 5. Summary graph of the dependencies between the breaking force and the tensile strength of the concrete specimen for experimental and calculated results.

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