Search

An attempt was made to solve urgent problems of the strength of three-dimensional concrete and reinforced-concrete elements of a hydrostation: selection of the cross sections of reinforcement of three directions on the basis of six components of the stress tensor; strength of concrete in compressed-extended zones of triaxially reinforced reinforced-concrete elements- with consideration of the squeezing effect of tensile reinforcement; provision of strength of triaxially stressed concrete under complex loading; and strength of contact layers and block joints of concrete.