Stress states caused in chamber of reinforced concrete grain silo by non-centric emptying on large eccentricities

Stress states caused in chamber of reinforced concrete grain silo by non-centric emptying on large eccentricities

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The article presents the analysis of complex stress states in the concrete structure of grain silos, caused by non-centric emptying.The authors present a combination of loads from the pressure of bulk solid on the silo chamber according to Eurocode 1, Part 4 [11], which should read more be taken into account when emptying on large eccentricities in action assessment class 3 (AAC3) silos.For the example of a cylindrical wheat silo with a height of 25 m and a diameter of 10 m, the researchers carried out an analysis regarding the impact of the size of the eccentric discharge outlet on the distributions of forces and bending moments in a princess polly dresses long sleeve reinforced concrete wall.