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Warianty tytułu
Języki publikacji
Abstrakty
Currently, in view of the previous theoretical and experimental researches, the regulatory documents for the calculation of reinforced concrete elements strengthened by composite materials and the calculation and design of fiber reinforced concrete structures are in force in Ukraine and in the world. Simultaneous strengthening of the compressed and tensile zones has not been sufficiently studied. Therefore, further research of reinforced concrete elements, strengthened by modern and highly efficient materials, such as steel fiber concrete and composite materials, is of great theoretical and practical importance. The urgency of the study is due to the obvious need to improve the method of calculation of the reinforced concrete bending elements after simultaneously strengthening compressed and tensile zones.
Rocznik
Tom
Strony
53--68
Opis fizyczny
Bibliogr. 21 poz., rys., tab., zdj.
Twórcy
autor
- National University of Water and Environmental Engineering, Ukraine
autor
- National University of Water and Environmental Engineering, Ukraine
- Warsaw University of Life Sciences - SGGW, Institute of Civil Engineering, Poland
Bibliografia
- Adhikary, B. B. & Mutsuyoshi, H. (2004). Behavior of concrete beams strengthened in shear with carbon-fiber sheets. Journal of Composites for Construction, 8 (3), 258 264. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:3(258)
- American Concrete Institute [ACI] (2017). Building code requirements for structural concrete (ACI 318-05). Farmington Hills, MI: American Concrete Institute.
- Borysiuk, O., Karavan, V. & Sobczak-Piąstka, J. (2019). Calculation of the normal section strength, rigidity and crack resistance of beams, strengthened by carbon-fiber materials. AIP Conference Proceedings, 2077 (1), 020008. https://doi.org/10.1063/1.5091869
- Borysiuk, O. & Ziatiuk, Y. (2020). Experimental research results of the bearing capacity of the reinforced concrete beams strengthened in the compressed and tensile zones. In Proceedings of EcoComfort 2020 (pp. 63-70). Cham: Springer International Publishing.
- Borysiuk, O. P., Ziatіuk, Y. Y., Lysyuk, M. O. & Yevtushenko V. S. (2018). Strengthening and calculation analysis of bending reinforced concrete elevents. Resource-Economic Materials, Constructions, Buildings and Structures, 36, 341-348. https://doi.org/10.31713/budres.v0i36.284
- Bourget, S., El-Saikaly, G. & Chaallal, O. (2017). Behavior of reinforced concrete T-beams strengthened in shear using closed carbon fiber-reinforced polymer stirrups made of laminates and ropes. ACI Structural Journal, 114 (5), 1087. https://doi.org/10.14359/51700786
- Chen, J. F. & Teng, J. G. (2001). Anchorage strength models for FRP and steel plates bonded to concrete. Journal of Structural Engineering, 127 (7), 784-791. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:7(784)
- DP UkrNDTS (2017). Nastanova shchodo obstezhennya budivel i sporud dlya vyznachennya ta otsinky yikh tekhnichnoho stanu [Instructions on the inspection of buildings and structures to determine and assess their technical condition] (DSTU-NB V. 1.2-18:2016). Kyyiv.
- El-Mandouh, M. A., Hu, J. W., Shim, W. S., Abdelazeem, F. & ELsamak, G. (2022). Torsional improvement of RC beams using various strengthening systems. Buildings, 12 (11), 1776. https://doi.org/10.3390/build)ings12111776
- Haroon, M., Moon, J. S. & Kim, C. (2021). Performance of reinforced concrete beams strengthened with carbon fiber reinforced polymer strips. Materials, 14 (19), 5866. https://doi.org/10.3390/ma14195866
- Islam, M. R., Mansur, M. A. & Maalej, M. (2005). Shear strengthening of RC deep beams using externally bonded FRP systems. Cement and Concrete Composites, 27 (3), 413-420. https://doi.org/10.1016/j.cemconcomp.2004.04.002
- Karavan, V. V., Borysiuk, O. P. & Filipchuk, S. (2022a). Technical condition and remaining resource of reinforced concrete bridges on automobile roads in the city of Rivne. Resource-Economic Materials, Constructions, Buildings and Structures, 39, 237-244. https://doi.org/10.31713/budres.v0i39.26
- Karavan, V. V., Borysiuk, O. P. & Filipchuk, S. (2022b). Technical condition of the reinforced concrete bridge on the T-14-04 Chervonograd – Rava-Ruska road. Resource-Economic Materials, Constructions, Buildings and Structures, 40, 251-259. https://doi.org/10.31713/budres.v0i40.29
- Kim, C., Ghannoum, W. M. & Jirsa, J. O. (2016). Behavior of reinforced concrete panels strengthened with carbon fiber-reinforced polymers. ACI Structural Journal, 113 (5), 1077. https://doi.org/10.14359/51689031
- Kim, H. Y., You, Y. J., & Ryu, G. S. (2021). Reinforced concrete slabs strengthened with carbon textile grid and cementitious grout. Materials, 14 (17), 5046. https://doi.org/10.3390/ma14175046
- Koutas, L. & Triantafillou, T. C. (2013). Use of anchors in shear strengthening of reinforced concrete T-beams with FRP. Journal of Composites for Construction, 17 (1), 101 107. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000316
- Norris, T., Saadatmanesh, H. & Ehsani, M. R. (1997). Shear and flexural strengthening of R/C beams with carbon fiber sheets. Journal of Structural Engineering, 123 (7), 903 911. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:7(903)
- Park, J., Park, S. K. & Hong, S. (2021). Evaluation of flexural behavior of textile-reinforced mortar-strengthened RC beam considering strengthening limit. Materials, 14 (21), 6473. https://doi.org/10.3390/ma14216473
- Park, J., You, J., Park, S. K. & Hong, S. (2022). Flexural Behavior of Textile Reinforced Mortar-Strengthened Reinforced Concrete Beams Subjected to Cyclic Loading. Buildings, 12 (10), 1738. https://doi.org/10.3390/buildings12101738
- Trach, R., Moshynskyi, V., Chernyshev, D., Borysiuk, O., Trach, Y., Striletskyi, P. & Tyvoniuk, V. (2022). Modeling the quantitative assessment of the condition of bridge components made of reinforced concrete using ANN. Sustainability, 14 (23), 15779. https://doi.org/10.3390/su142315779
- Wang, N., Ellingwood, B. R. & Zureick, A. H. (2010). Reliability-based evaluation of flexural members strengthened with externally bonded fiber-reinforced polymer composites. Journal of Structural Engineering, 136 (9), 1151–1160. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000199
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1ef4be75-c07d-4280-b2d5-c548c8b2498b