| Abstrakt: |
The stressstrain state of building elements, in the form of parts of the Taurus, sphere, cone, and ellipsoid, with a filler is investigated. The filler is assumed to be isotropic. Relations describing the behavior of building elements containing a filler are presented. A building element is subjected to a uniform transverse pressure. Curves of deflection and membrane and flexural stresses in different sections of building elements in the form of parts of a sphere, cone, or ellipsoid are presented. The effect of stresses, shape of a building element, and the curvature of an element on the magnitude of the deflections is analyzed. Deflections and stresses in filled sections of building elements is smaller than unfilled building elements. |
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