Structural Mechanics of Engineering Constructions and Buildings (Dec 2011)
THE DEFINITION OF THE MAXIMAL DEFLECTION OF RHOMBIC PLATES WITH COMBINED BOUNDARY CONDITIONS WITH USE OF THE RELATION OF CONFORMAL RADIUSES
Abstract
In the article, the problem of a cross-section bend elastic isotropic rhombic plates with combined boundary conditions (hinge a support and rigid a support) from action of the in regular intervals distributed on all area loading is considered. For estimation of the maximal deflection of plates is suggested use as the basic argument the new dimensionless characteristic of flat area - the relation internal and external of conformal radiuses.
