Results of computational studies of stress-strain state of locks No. 15 and No. 16 of Gorodetsky complex of hydraulic structures

The article provides the results of computational studies stress-strain state reinforced concrete structures chambers locks No. 15 and 16 Gorodetsky complex hydraulic structures, performed on basis a finite element model taking into account data long-term monitoring field surveys. Combinations loads that are pleasant in correspond to most unfavorable operating conditions. applied models take structural features structure, including interlocking construction joints actual location reinforcement. In studies, load-bearing capacity anchoring new repair main array was checked; distribution vertical stresses chamber walls, reinforcement wall, values block under joint obtained. Conclusions drawn about horizontal displacements upper parts cracking need for reliable array.