PSI - Issue 59

Oleksandr Korniychuck et al. / Procedia Structural Integrity 59 (2024) 575–582 Oleksandr Korniychuck et al. / Structural Integrity Procedia 00 (2019) 000 – 000

580

6

and, therefore, insignificant influence of the alternating load on the operation of normal sections (both for reinforcement and concrete).

а

b

c

Fig. 5. Graphs of longitudinal reinforcement deformations by cycles in beams with different shear spans: В4 - 6/0,65 (а), В4 -4,5/0,65 (b), В4 -3/0,65 (c).