Vedernikova A. A.

The inverse numerical-analytical method for studying the strength and stability of concrete-filled steel tube structural members

In order to reduce the volume of calculations, the research of the strength and stability of concrete-filled steel tube structural members is carried out by the inverse numerical-analytical method.
UDC: [624.9+692]:624.04
DOI: 10.23968/1999-5571-2021-18-2-26-35

Nonlinear-iterative calculation of durability of steel fiber reinforced concrete elements using experimental charts of material deformations

The paper offers a technique of nonlinear-iterative calculation for the bearing ability of steel fiber reinforced concrete bent elements using experimental charts of steel fiber reinforced concrete de
UDC: 624.046.2:624.044.2:624.044.3:624.016

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