INFLUENCE OF THE GRAIN SILO' S ELASTICDEFORMATION ON UNLOAD DYNAMIC PRESSSURE
It is well-known in practice that grain silo wall undergoes elastic deformation when itis unloadedThis paper is concerned with the influence of the elastic deformation and its spreading on thedynamic pressure. The feasibitity of the pressure modifying coefficient is addressed and areasonable value of the coefficient is suggested it is believed that the present result may offeruseful guideline to engineering design.