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ARTÍCULO
TITULO

CONCLUSION OF THE STIFFNESS MATRIX OF THE FINITE ELEMENT CONCRETE SLABS

O. P. Filimonov    

Resumen

The concrete plate with external sheet reinforcing is considered. To the given plate preconditions of the theory of «thin plates» are applied. The order of a conclusion and factors of a matrix of rigidity for a rectangular final element of a considered steel-concrete plate is resulted. In each unit is present on three degrees of freedom. The polynom of 4-th degree with two variables for approximation of movings of points of a plate in a medial surface is accepted.

Palabras claves

PÁGINAS
pp. 220 - 224
MATERIAS
INFRAESTRUCTURA