Evaluation of the mechanical characteristics of the masonry in existing buildings
https://doi.org/10.33979/2073-7416-2023-110-6-5-14
Abstract
An analysis of known methods for evaluation the compressive strength and modulus of elasticity of existing masonry structures have been carried out. A method for determining the mechanical characteristics of masonry, based on tests of the specimens cutted from the body of the masonry in the form of triangular prisms have been given. Comparison of compressive strength, initial shear strength and angle of internal friction, obtained from the results of tests of prism specimens, with the results of tests of masonry specimens in accordance with the standards STB EN 1052-1 and STB EN 1052-3 has been carried out. Satisfactory agreement between the values of the compressive strength of the masonry and the secant modulus of elasticity obtained by testing the prisms with a compressive load acting perpendicular to the plane of the horizontal mortar joints with the test results according to the STB EN 1052-1 method has been shown. The initial shear strength of masonry, obtained from the results of tests according to STB EN 1052-3, differed downward from the strength established from the results of tests of prism specimens for compression, while the values of the angle of internal friction determined by the two methods were close.
About the Authors
A. V. Halaliuk
Branch office of the RUE «Institute BelNIIS» - Scientific-Technical Center
Russian Federation
Russian Federation
Halaliuk Anton V. Branch - head of department.
Brest
A. V. Halaliuk
Branch office of the RUE «Institute BelNIIS» - Scientific-Technical Center
Russian Federation
Russian Federation
Derkach Valery N. Branch - doctor of technical sciences, director.
Brest
References
1. Zimin S.S., Kokotkova O.D., Bespalov V.V. Svodchatye konstrukcii istoricheskih zdanij [Vaulted structures of historic buildings]. Stroitel'stvo unikal'nyh zdanij i sooruzhenij. 2015. Vol. 29. No. 2. Pp. 57-62. (rus)
2. Bespalov V.V., Zimin S.S. Prochnost' kamennoj kladki svodchatyh konstrukcij [The strength of vaulted masonry structures]. Stroitel'stvo unikal'nyh zdanij i sooruzhenij. 2016. Vol. 50. No. 11. Pp. 37-51. (rus)
3. Orlovich R. B., Bespalov V.V., Semenova M.D. O sovmestnoj rabote kamennyh arok i sten [About the joint work of masonry arches and walls]. Stroitel'stvo i rekonstrukciya. 2018. Vol. 79. No. 5. Pp. 32-40. (rus)
4. Orlovich R.B., Zimin S.S. Ustrojstvo skvoznyh proemov v kamennyh svodah istoricheskih zdanij. [Arrangement of through openings in the masonry vaults of historical buildings]. Stroitel'stvo i rekonstrukciya. 2022. Vol. 104. No. 6. Pp. 69-77. (rus)
5. Lourenco P.B. Computational strategies for masonry structures: PhD Dissertation. Delfi University of Technology. Delfi University Press. The Netherlands. 1996. 210 p.
6. Malyszko L. Modelowanie zniszcenia w konstrukcyach murowych z uzglednieniem anizotropii. Olsztyn: UWM, 2005. 158 р.
7. Kabancev O.V. Strukturnyj analiz processa plasticheskogo deformirovaniya i razrusheniya kamennoj kladki v usloviyah dvuhosnogo napryazhennogo sostoyaniya [Structural analysis of the process of plastic deformation and destruction of masonry under biaxial stress conditions]. International Journal for Computational Civil and Structural Engineering. 2015. ISSUE 3. Vol. 11(4). Pp. 36-51. (rus)
8. Pangaev V.V., Al'baut G.I., Fedorov A.V., Tabanyuhova M.V. Model'nye issledovaniya napryazhennodeformirovannogo sostoyaniya kamennoj kladki pri szhatii [Model studies of the stress-strain state of masonry under compression]. Izv. Vuzov. Stroitel'stvo. 2003. No. 2. Pp. 24-29 (rus)
9. Sokolov B.S., Antakov A.B. Issledovaniya szhatyh elementov kamennyh i armokamennyh konstrukcij [Studies of compressed elements of masonry and reinforced masonry structures]. M: ASV, 2010. 104 p. (rus)
10. Kashevarova G.G., Zobacheva A.YU. Modelirovanie processa razrusheniya kirpichnoj kladki [Modelling of the process of destruction of masonry]. Vestn. Perm. nac. issled. politekhn. un-ta. Stroitel'stvo i arhitektura. 2010. No. 1. Pp. 106–116. (rus)
11. Kozłowski M, Galman I, Jasiński R. Finite Element Study on the Shear Capacity of Traditional Joints between Walls Made of AAC Masonry Units // Materials. 2020, 18, 4035. 23 p. doi:10.3390/ma13184035.
12. Derkach V., Galalyuk А. Calculation model of the Anisotropy of Strength at Compression of Masonry // Research, Design & Cad in Construction: Theory and Practice (RDCAD 2021): MATEC Web of Conferences 350, 00003 (2021), Brest, Belarus, December, 2021. 6 p.
13. Materialy stenovye. Metody opredeleniya predelov prochnosti pri szhatii i izgibe: GOST R 58527-2019 [Masonry materials. Methods for determining the ultimate strength in compression and bending: GOST R 58527-2019.] // Vved. 01.01.2021. M.: Standartinform. 2019. 12 p. (rus)
14. Rastvory stroitel'nye. Metody ispytanij: GOST 5802-86. [Building mortars. Test methods: GOST 580286] // Vved.11.12.1985. M.: Gosudarstvennyj komitet SSSR po delam stroitel'stva. 1985. 22 p. (rus)
15. Testing of mortars containing mineral binders - Part 9: Determination the compressive strength of hardened mortar: DIN 18555-9: 2019. Published 04.01.2019. Berlin: Deutsches Institut für Normung, 2019. 14 p.
16. Derkach V.N. Kamennye i armokamennye konstrukcii. Ocenka tekhnicheskogo sostoyaniya, remont i usilenie [Masonry and reinforced masonry structures. Assessment of the technical condition, repair and strengthening]. Minsk: StrojMediaProekt. 2021. 256 p (rus)
17. UIC – International Union of Railways: UIC Code. Recommendations for the Iinspection, Assessment, Reliability and Maintenance of Masonry Arch Bridges. final draft, 2008. 16 p.
18. Metody ispytanij kamennoj kladki. CHast' 1. Opredelenie prochnosti pri szhatii STB EN 1052-1-2015 [Test methods for masonry. Part 1. Determination of compressive strength: STB EN 1052-1-2015]. Vved. 01.11.2015. Minsk: RUP «Strojtekhnorm». 2015. 12 p. (rus)
19. Gaber K., Kupper R. Vorschlag für ein neues Verfahren zur Prüfung der Druckfestigkeit von bestehendem Mauerwerk. Mauerwerk. 2012. No.16. Heft 6. Pp. 297-300.
20. Metody ispytanij kamennoj kladki. CHast' 3. Opredelenie nachal'noj prochnosti pri sdvige: STB EN 1052-3-2017 [Test methods for masonry. Part 1. Determination of the initial shear strength: STB EN 1052-3-2017]. Vved. 01.08.2018. Minsk: RUP «Strojtekhnorm». 2013. 17 p. (rus)
21. Galalyuk A.V. Prochnost' kamennoj kladki pri szhatii pod razlichnymi uglami k gorizontal'nym rastvornym shvam [Compressive strength of masonry at different angles to horizontal mortar joints]. Stroitel'naya nauka. 2014: teoriya, obrazovanie, praktika, innovacii (posvyashchaetsya 55-letiyu ISiA SAFU). Sbornik trudov mezhdunar. nauchno-tekhn. konf., g. Arhangel'sk, 22-23 maya 2014 g. Pod red. Labudina B.V. Arhangel'sk: Izd-vo OOO «Tipografiya «TOCHKA». 2014. Pp. 68-73. (rus)
22. Derkach V.N. Ocenka anizotropii prochnosti pri szhatii kamennoj kladki pri obsledovanii zdanij staroj postrojki [Evaluation of anisotropy of compressive strength of masonry in the inspection of old buildings]. Vestnik BrGTU. Stroitel'stvo i arhitektura. 2019. No. 1. Pp. 58-61. (rus)
23. Nowak R., Kania T., Derkach V., Orłowicz R., Halaliuk А., Ekiert E., Jaworski R. Strength Parameters of Clay Brick Walls with Various Directions of Force. Materials. 2021. No. 14(21), Pp. 6461. https://doi.org/10.3390/ma14216461.
Review
For citations:
Halaliuk A.V., Halaliuk A.V. Evaluation of the mechanical characteristics of the masonry in existing buildings. Building and Reconstruction. 2023;(6):5-14. (In Russ.) https://doi.org/10.33979/2073-7416-2023-110-6-5-14
Views:
93
Email this article 