Проверка надежности смешанных конструкции кольцевого поперечного сечения

Kvedaras, Audronis Kazimieras; Kudzys, Antanas; Valiūnas, Balys

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/125097

Проверка надежности смешанных конструкции кольцевого поперечного сечения

Details

Publication Type (CRIS)

Straipsnis kitame recenzuojamame leidinyje / Article in other peer-reviewed edition (S5)

Publication Type (eLABa)

Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication (S4)

Author(s)

Author	Affiliation
Kvedaras, Audronis Kazimieras	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Kudzys, Antanas	Kauno technologijos universiteto Architektūros ir statybos institutas
Valiūnas, Balys	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Проверка надежности смешанных конструкции кольцевого поперечного сечения

[ru]

А.К. Квядарас, А. Кудзис, Б. Валюнас

Title in other language

Reliability vertification for composite structures of annular cross section

[en]

Is part of

Механика композитных материалов

Published In

Year	Volume	Start Page	End Page
2009	45	591	604

Publisher

Москва : Институт прикладной механики РАН

Extent

p. 591-604

URI

URI
https://hdl.handle.net/20.500.14911/125097

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The performance and reliability of tubular composite structures are considered. The suitability of concrete-filled plastic and steel tubes for building structures are discussed. The strength and structural safety of tubular composite members of annular cross section are analyzed, and the criteria of limit their states under concentric and eccentric longitudinal compression are studied. The time-variant functions of efficiency of the members and their components are presented as random processes of variations in their compressive resistance and internal actions. The safety design of the members is based on the conceptions of their conventional resistance, sequences of safety margin, and transformed conditional probabilities.