Critical Force for Design the Pipe-Concrete Structural Strength

Authors:

Крылов Сергей Борисович Krylov Sergey B.
Dr. Sci. (Engineering), Head of the Laboratory of Reinforced Concrete Mechanics №8 of NIIZhB named after A.A. Gvozdev of JSC RCC. Moscow, Russian Federation

Savrasov I.
кандидат технических наук

Smirnov P.

Obozov V.
доктор технических наук

Rubric: Theoretical and experimental studies
Annotation:
The results of studying the stability of the compressed pipe-concrete structures are given. Formulated the calculation principles and assumptions. Expressions for critical forces are given it is shown that the direct application of the formulas of existing regulations can lead to errors. The comparison of the results of calculation of critical forces at the given formulas with the experimental data is given.

Возврат к списку