PSI - Issue 72

Yuriy Panchuk et al. / Procedia Structural Integrity 72 (2025) 216–221

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real reinforced concrete beams. Applied Sciences (Switzerland) 13(4), 2306 Korniychuck, O., Masiuk, G., Homon,S., Aleksiievets,I., Chapiuk,O., Kaynts, D.,Rizak, V., 2024. Deformability of reinforced concrete beams under the action of repeated alternating loads. Procedia Structural Integrity 59, 575-582 Kos, Z.,Klymenko, Y.,Karpiuk, I.,Grynyova, I., 2022. Bearing capacity near support areas of continuous reinforced concrete beams and high grillages. Applied Sciences (Switzerland) 12(2), 685 Kovalchuk, V., Rybak, R., Parneta, B., Onyshchenko, A., Kvasnytsya, R., 2022. Determining patterns of the deformed state of the transport concrete pipe reinforced with a metal clamp under the action of static load. Eastern-European Journal of Enterprise Technologies 5 (7-119), 54 – 60 Mel’nyk, I., 2019. Stiffness of monolithic reinforced -concrete slab structures. Materials Science 55(3), 367 – 373 Pavluk, A., Gomon, S., Khoruzhyi, M., Homon, S., Dejneka, O., Smal, M., Dziubynska, O., 2024. Peculiarities of calculation of wooden beams for oblique bending using the deformation model. Procedia Structural Integrity 59, 566-574 Roshchuk, M., Homon, S., Pavluk, A., Gomon, S., Drobyshynets, S., Romaniuk, M., Smal, M., Dziubynska, O., 2024. Effect of long-term moisture on the mechanical properties of wood: an experimental study. Procedia Structural Integrity 59, 718-723