The steel silos are interesting complex facilities. For assuring their complete emptying by gravity, they are often placed on a carrying frame structure above ground. In the joint between the thin-walled shell and the carrying frame elements, the values of the stresses are extremely high. It can cause local loss of stability in the shell. For avoiding shell buckling, many designers put stiffening elements above the discrete supports. They are parts of the ring beams under the cylindrical body. The question is how high the mentioned stiffening elements, respectively the girder should be? The reasonable approach is they should rise to the level where the values of the meridional normal stresses above the discrete supports and in the middle between them are equal.
Zdravkov, L. Necessary height of the ring beams in the steel silos on discrete supports. Another approach for its determination,
, 2021, с. 119-140.
Zdravkov, L. .
Necessary height of the ring beams in the steel silos on discrete supports. Another approach for its determination.
: , 2021, с. 119-140.
Zdravkov, L. (2021)
Necessary height of the ring beams in the steel silos on discrete supports. Another approach for its determination,
: , с. 119-140
Zdravkov, L.
(2021).
Necessary height of the ring beams in the steel silos on discrete supports. Another approach for its determination. Годишник на УАСГ. 54 (Бр.1), с. 119-140.
