Tension-stiffening relationship based on the provisions of Chinese design code GB 50010-2002

Kaklauskas, Gintaris; Gribniak, Viktor; Bačinskas, Darius; Gudonis, Eugenijus; Jakubovskis, Ronaldas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/136919

Tension-stiffening relationship based on the provisions of Chinese design code GB 50010-2002

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje užsienio tarptautinės konferencijos medžiagoje / Article in peer-reviewed foreign international conference proceedings (P1d)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Author	Affiliation
Kaklauskas, Gintaris	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Gribniak, Viktor	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Bačinskas, Darius	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Gudonis, Eugenijus	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Jakubovskis, Ronaldas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Tension-stiffening relationship based on the provisions of Chinese design code GB 50010-2002

[en]

Gintaris Kaklauskas, Viktor Gribniak, Darius Bacinskas, Eugenijus Gudonis, Ronaldas Jakubovskis

Is part of

Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics (ASEM'11plus), 18-23 September, 2011, Seoul, Korea : [CD] / Korea Advanced Institute of Science & Technology

Published In

Year	Start Page	End Page
2011	1634	1641

Publisher

Seoul : Techno-Press, 2011

Extent

p. 1634-1641

URI

URI
https://hdl.handle.net/20.500.14911/136919

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

Present research aims at deriving average stress-average strain tension-stiffening law conforming to the Chinese design code GB 50010-2002 of reinforced concrete members. Using the inverse technique proposed by the authors, tension-stiffening relationships were derived from moment-curvature diagrams calculated by the code provisions. A simple two parameter tension-stiffening model was proposed and statistically verified. The derived tension-stiffening laws were applied in the numerical study using the nonlinear finite element software ATENA.