PROSPECTS FOR THE USE OF MECHANICAL JOINTS IN THE FORM OF CONCRETE DOWELS IN WOOD-CONCRETE STRUCTURES
Article Sidebar
Main Article Content
Abstract
The main mechanical joints of wood and concrete in wood-concrete structures are considered, and a type of connection is proposed by means of concrete dowels formed during concreting of a wooden element with a drilled hole. A methodology for conducting experimental studies and a special test bench for determining the strength and deformability of samples during shear has been developed, which makes it possible to simulate the operation of a wood-concrete element during bending. Samples of wood-concrete structures have been manufactured and tested. The destruction of the sample (complete displacement of concrete relative to wood) occurred according to a brittle pattern due to the cut of the concrete dowel along the contact line of wood and concrete. The analysis of the results showed that the strength of concrete and the geometric dimensions of the cross-section of concrete dowels have a significant effect on the strength of the considered type of joint. A method for calculating the strength of wood-concrete bendable elements during shear along the contact of wood and concrete, based on the positions of the deformation calculation model, is proposed. The conducted studies have led to the conclusion about the effectiveness of the mechanical connection of concrete and wood in the form of concrete dowels of circular cross-section and the need for additional experimental and theoretical studies in composite wood-concrete bendable elements.
Article Details
This work is licensed under a Creative Commons Attribution 4.0 International License.
References
Ceccotti, A. (2002). Composite concrete‐timber structures. Progress in Structural Engineering and Materials, 4(3), 264–275. DOI: 10.1002/pse.126.
Giv A.N. et al. Experimental study and numerical simulation of adhesively bonded timber-concrete composite panels: bending behavior, adhesive shear and peel stress distributions // Engineering Structures. – 2024. – Vol. 307. DOI: 10.1016/j.eng-struct.2024.117872.
Fu, Q., Yan, L., Ning, T., Wang, B., & Kasal, B. Behavior of adhesively bonded engineered wood – wood chip concrete composite decks: Experimental and analytical studies // Construction and Building Materials. – 2020. – Vol. 247. DOI: 10.1016/j.conbuildmat.2020.118578.
Fu, Q., Yan, L., Thielker, N.A., & Kasal, B. Effects of concrete type, concrete surface conditions and wood species on interfacial properties of adhesively-bonded timber – concrete composite joints // International Journal of Adhesion and Adhesives. – 2021. – Vol. 107. DOI: 10.1016/j.ijadhadh.2021.102859.
Frohnmüller, J., Fischer, J., Seim, W. Full-scale testing of adhesively bonded timberconcrete composite beams // Materials and Structures. – 2021. – Vol. 54. DOI: 10.1617/s11527-021-01766-y.
Füchslin, M., Grönquist, P., Stucki, S., Mamie, T., Kelch, S., Burgert, I., & Andrea Frangi, A. Push-out tests of wet-process adhesive-bonded beech timber-concrete and timber-polymer-concrete composite connections // WCTE. – 2023. – P. 3241–3247. DOI: 10.52202/069179-0422.
Utkin, V.A., Kobzev, P.N., Basich, E.E., & Skiba, V.V. O razvitii i sovershenstvovanii derevobetonny`x mostov // Vestnik SibADI. – 2025. – T. 22, № 2. – S. 296–318. DOI: 10.26518/2071-7296-2025-22-2-296-318. (In Russ., abstr. in Engl.).
Hosseini, M., Gaff, M., Lair, J., Hui, D., Haitao, L., Hosseini, A., Ghosh, P., & Jian, B. Design and analysis of timber-concrete-based civil structures and its applications: a brief review // Advanced Materials Science. – 2023. – Vol. 62, iss. 1. DOI: 10.1515/rams-2022-0321.
Gil`, A.I., & Lazovskij D.N. Modelirovanie diagramm deformirovaniya drevesiny` pri odnoosnom kratkovremennom szhatii i rastyazhenii // Arxitekturno-stroitel`ny`j i dorozhno-transportny`j kompleksy`: problemy`, perspektivy`, innovacii [E`lektronny`j resurs]: sb. materialov IX mezhdunar. nauch.-prakt. konf., priurochennoj k 120-letiyu so dnya rozhdeniya K.A. Artem`eva, Omsk, 21–22 noyabrya 2024 g. / SibADI; redkol.: A.P. Zhigadlo (otv. red.) i dr. – Omsk: SiBADI, 2024. – S. 466-471. (In Russ.).
Lazovskij, D.N., Gil`, A.I., & Gluxov, D.O. Deformacionny`j podxod k raschetu prochnosti pri poperechnom izgibe derevyanny`x e`lementov c uchetom sdviga // Vestnik MGSU. – 2025. – T. 20, № 8. – S. 1187–1198. DOI: 10.22227/1997-0935.2025.8.1187-1198. (In Russ., abstr. in Engl.).
Lazovskij, D.N., Gil`, A.I., & Gluxov, D.O. Diagramny`j podxod pri raschete derevyanny`x konstrukcij po SP 5.05.01-2021 // Vestnik BrGTU. – 2024. – № 2(134). – S. 66–72. DOI: 10.36773/1818-1112-2024-134-2-66-72. (In Russ., abstr. in Engl.).
Lazovskiy, D.N., Hil, A.I., & Genina, E.E. Modeling of the Stress-strain State of Bent Concrete Elements with Composite Rod Reinforcement // Russian Journal of Building Construction and Architecture. – 2025. – № 3(67). – P. 6–15. DOI: 10.36622/2542-0526.2025.67.3.001.
Most read articles by the same author(s)
- D. LAZOUSKI, D. GLUHAU, Y. LAZOUSKI, GENERAL METHOD BASED ON A NONLINEAR DEFORMATION MODELFOR STRENGTH AND DEFORMATIONS ANALYSIS OF ECCENTRICAL COMPRESSED CONCRETE COLUMNS, STRENGTHENED WITH A REINFORCED CONCRETE SECTION ENLARGEMENT, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2021)
- D. LAZOUSKI, D. GLUHAU, Y. LAZOUSKI, A. HIL, COMPUTATIONAL MODEL OF THE STRESS-STRAIN STATE OF STATICALLY INDETERMINATE REINFORCED CONCRETE STRUCTURES, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 14 (2022)
- D. LAZOUSKI, E. CHAPARANGANDA, EXPERIMENTAL AND THEORETICAL STUDY OF BENDING REINFORCED CONCRETE ELEMENTS RESTORED AFTER DESTRUCTION, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 1 (2023)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. HIL, E. CHAPARANGANDA, NONLINEAR CALCULATION OF BENT STEEL-REINFORCED CONCRETE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2024)
- D. LAZOUSKI, D. GLUHAU, Y. LAZOUSKI, MODELING OF THE BEHAVIOR OF REINFORCED CONCRETE ELEMENTS, STRENGTHENED IN THE TENSIONED ZONE, UNDER THE ACTION OF A LONG-TERM LOAD, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2022)
- A. HIL, RESULTS OF EXPERIMENTAL RESEARCH OF BENDING RESISTANCE OF STATICALLY INDETERMINATE REINFORCED CONCRETE BEAMS WITH COMBINED REINFORCEMENT OF THE STRETCHED ZONE OF THE SUPPORT SECTION, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2021)
- A. KHATKEVICH, D. LAZOUSKI, D. GLUKHOV, E. CHAPARANGANDA, A DEFORMATION APPROACH TO CALCULATING THE CALCULATED VALUES OF THE COMPRESSION RESISTANCE OF STONE AND REINFORCED STONE ELEMENTS IN THE FRAMEWORK OF CHECKS OF THE LIMITING STATE OF THE BEARING CAPACITY, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2023)
- D. LAZOVSKI, A. KHATKEVICH, INFLUENCE OF THE GRIDS TYPE FOR TRANSVERSE REINFORCEMENT IN HORIZONTAL MORTAR JOINTS ON THE STRESSED-DEFORMED STATE OF SHORT REINFORCED STONE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2019)
- A. KHATKEVICH, D. LAZOUSKI, D. GLUKHOV, A DEFORMATION APPROACH TO MODELING THE STRESS-STRAIN STATE OF COMPRESSED BRICKWORK ELEMENTS REINFORCED UNDER LOAD WITH A REINFORCED CONCRETE CAGE, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 3 (2023)
- D. LAZOVSKI, A. KHATKEVICH, CALCULATION OF RESISTANCE TO COMPRESSION OF MASONRY AND REINFORCED MASONRY ELEMENTS TAKING INTO ACCOUNT PHYSICAL NON-LINEARITY, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2017)