The energy-force model of destruction of reinforced concrete products by machine working bodies
- Authors: Furmanov D.V.1, Krasnobaev T.A.1
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Affiliations:
- Yaroslavl State Technical University
- Pages: 261-269
- Section: Theory, designing, testing
- Submitted: 21.06.2024
- Accepted: 22.06.2025
- Published: 22.06.2025
- URL: https://journals.eco-vector.com/0321-4443/article/view/633638
- DOI: https://doi.org/10.17816/0321-4443-633638
- EDN: https://elibrary.ru/OFVOSM
- ID: 633638
Cite item
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.
Full Text
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, YaroslavlTimofey 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, YaroslavlReferences
- Galdin NS, Semenova IA. Determination of the main parameters of the hydraulic shear excavator. Construction and road building machinery. 2021;(6):19–22. (In Russ.) EDN: GHEXWW
- Galdin NS, Arkhipenko DS. Hydraulic scissors as a subject of modeling. The Bulletin of Voronezh State Technical University. 2010;6(9):96. (In Russ.) EDN: MUKLQP
- Galdin NS, Semenova IA. Functional dependences of determination of the main parameters of hydraulic excavator shears. Construction and road building machinery. 2023;(4):16–20. (In Russ.) EDN: PFBJVI
- Korsun VI, Karpenko SN, Makarenko SYu, Nedorezov AV. Modern strength criteria for concrete under triaxial stress states. Stroitelʹstvo i rekonstrukciâ. 2021;(5):16–30. doi: 10.33979/2073-7416-2021-97-5-16-30 (In Russ.) EDN: HYNCLS
- Oreshko EI, Erasov VS, Grinevich DV, Shershak PV. Review of criteria of durability of materials. Trudy VIAM. 2019;9(81):108–126. doi: 10.18577/2307-6046-2019-0-9-108-126 (In Russ.) EDN: WPTYCD
- Griffith AA. The theory of rupture. In: Proceedings of the first International Congress for Applied Mechanics. Delft; 1924:55–63.
- Orowan E. Fracture and strength of solids. Reports on Progress in Physics. 1949;12(1):185–232.
- GOST 29167-2021 Concretes. Methods for determining crack resistance (fracture toughness) characteristics under static loading. Moscow. Russian Standardization Institute, 2021.
- Zhang G, Li Z, Nie K, Liu M. Experimental study on fracture toughness of concrete with different moisture contents. Journal of Hydroelectric Engineering. 2016;35(2):109–116 doi: 10.11660/slfdxb.20160213
- Hu S, Xu A. Experimental validation and fracture properties analysis on wedge splitting concrete specimens with different initial seam-height ratios. In: Procedia Structural Integrity. 21st European Conference on Fracture; 2016 20–24 June, Catania, Italy. Elsevier; 2016;2:2818–2832. doi: 10.1016/j.prostr.2016.06.353
- Abdallah MA, Elakhras AA, Reda R, et al. Applicability of CMOD to Obtain the Actual Fracture Toughness of Rightly-Cracked Fibrous Concrete Beams. Buildings. 2023;13(8):2010. doi: 10.3390/buildings13082010 EDN: MVEVNY
- Alyamaç K, Ince R. A prediction formula for fracture toughness of concrete. In: 7th International Fracture Conferences; 2005 Oct. 19–21; Kocaeli, Turkey.
- ACI-318-19, Building Code Requirements for Structural Concrete. American Concrete Institute, 2019.
- Dmitriev A, Novozhilov Yu, Mikhalyuk D, Lalin V. Calibration and Validation of the Menetrey-Willam Constitutive Model for Concrete. Construction of Unique Buildings and Structures. 2020;88:8804. doi: 10.18720/CUBS.88.4 EDN: WLXNVT
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