Open Access
Issue |
E3S Web of Conf.
Volume 365, 2023
IV International Scientific Conference “Construction Mechanics, Hydraulics and Water Resources Engineering” (CONMECHYDRO - 2022)
|
|
---|---|---|
Article Number | 02023 | |
Number of page(s) | 16 | |
Section | Road Construction, Building Structures and Materials | |
DOI | https://doi.org/10.1051/e3sconf/202336502023 | |
Published online | 30 January 2023 |
- Raupov Ch., Shermukhamedov U., and Karimova A. Assessment of strength and deformation of lightweight concrete and its components under triaxial compression, taking into account the macrostructure of the material. In E3S Web of Conferences, 264, p. 02015 (2021) [CrossRef] [EDP Sciences] [Google Scholar]
- Raupov Ch., Karimova A., Zokirov F., and Khakimova Y. Experimental and theoretical assessment of the long-term strength of lightweight concrete and its components under compression and tension, taking into account the macrostructure of the material. In E3S Web of Conferences, 264, p. 02024 (2021) [CrossRef] [EDP Sciences] [Google Scholar]
- Raupov Ch.S. Expanded clay concrete for transport construction: Monograph, Tashkent: Tamaddun, p. 356 (2020) [Google Scholar]
- Raupov Ch.S., Umarov Kh.K. Recommended areas of application of expanded clay concrete in bridge building and its effectiveness. Bulletin of TashIIT. 1, pp. 6–9 (2010) [Google Scholar]
- Ashrabov A.A., Raupov Ch.S. Work of lightweight concrete beams in view of a descending branch of the diagram. International Conference held in Malaysia, the collection of scientific researches, pp 139–142 (2002) [Google Scholar]
- Ashrabov A.A., Raupov Ch.S.The normalization of long-lived durability of lightweight concrete at monoaxial stressing. International Conference held in Malaysia. The collection of scientific researches, pp 134–138 (2002) [Google Scholar]
- Raupov Ch.S.Technology for the manufacture of bridge structures from high-strength expanded clay concrete. Bulletin of TashIIT. 2, pp. 11–15 (2008) [Google Scholar]
- Farhad Ansari. Mechanism of microcrack formation in concrete. ACI Materials Journal, 86(5), pp. 459–464 (1989) [Google Scholar]
- Semenyuk S.D., Moskalkova Yu.G.Methods for determining the boundaries of microcrack formation. Construction of unique buildings and structures, 7(70). pp. 22–30 (2018) doi: 10.18720/CUBS.70.2 [Google Scholar]
- Chini A.R., Villavicencio E. J. Detection of Microcracks in Concrete Cured at Elevated Temperature. University of Florida, p. 86. Gainesville, (2006) [Google Scholar]
- Thomas T. C. Hsu. Fatigue and microcracking of concrete. Materials and Structures. 17(1). pp. 51–54 (1984) [Google Scholar]
- Camacho, E. J. V. Analysis of Microcrack Behavior in Mass Concrete. Doctoral dissertation, University of Florida (2006). [Google Scholar]
- A. Ashrabov, C. S. Raupov, A. A. A. Samad, J. Jayaprakash. Stady on force transfer mechanizm in cracked reinforced concrete elements. The International Conference on problems of mechanics and seismodynamics of structures, pp. 28–31 (2004) [Google Scholar]
- A. A. Ashrabov, Y.V. Zaitsev, S. Spotar, C. S. Raupov. Modelling and strength simulation for concrete materials containing cracks. Journal of Problems of Mechanics. № 4, pp. 11–17, Tashkent (2005) [Google Scholar]
- Guchkin I.S. Study of the process of micro-destruction of expanded clay concrete under uniaxial compression by a complex of physical methods. p. 150, Penza (1973) [Google Scholar]
- Golyshev A.B., Bachinsky V.Ya., Polishchuk V.P. Reinforced concrete structures, Strength of concrete. Kyiv (2001) [Google Scholar]
- A. A. Ashrabov, M. S. Jaafar, W.A.M. Thanoon and C. S. Raupov. Static Fatigue Strength of Lightweight Concrete at Uniaxial Loading. Proceedings of the 2nd World Engineering Congress Sarawak. Structural engineering and construction anagement. Ingineering Innovation and Sustainability: Global Challenges and Issues. pp. 98–101 Malaysia (2002) [Google Scholar]
- Moskalkova Yu. G. Strength and deformability of bent reinforced concrete elements, reinforced by the build-up of a compressed zone, under static and low-cycle loading: Belarusian-Russian University Mogilev, p. 199 (2013) [Google Scholar]
- Semenyuk S.D., Moskalkova Yu.G. Strength and deformability of bent reinforced concrete elements reinforced by the growth of a compressed zone under static and low- cycle loading. Monograph, Belarusian-Russian University Mogilev, p. 274 (2017) [Google Scholar]
- Kalandarov K. Effect of cyclic loading on the work of eccentrically compressed reinforced concrete elements. p. 185, Samarkand (1994) [Google Scholar]
- Khodzhaev A.A. Improving the calculation of reinforced concrete structures under regime loading. p. 437, Tashkent (1997) [Google Scholar]
- Chini A.R., Villavicencio E. J. Detection of Microcracks in Concrete Cured at Elevated Temperature. University of Florida, p. 86 Gainesville, (2006) [Google Scholar]
- Moskalkova Yu. H. Behavior of claydite at the stage of microcrack formation. Science and Construction, 3 (13), pp. 40 – 43. Kiev, (2017) [Google Scholar]
- Semenyuk S. D., Moskalkova Yu. G. Strength and deformability of bent reinforced concrete elements reinforced by the build-up of a compressed zone under static and low-cycle loading: monograph. Belarusian-Russian University Mogilev, p. 274 (2017) [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.