Abstract

The article reviews the application of composite materials in the construction of primary bearing rods of relocatable buildings. After loss of stability a rod made of composite materials continues to function with significant deflections, so it is possible to use such a property to increase the calculation value of buckling critical load. The obtained analytical expression allows us to calculate the collapsing force depending on the length of rods, form of section, stiffness characteristics of the material as exemplified by calculation of a multilayer rod made of composite materials.

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