On the equivalence of compressive concrete diagrams in analysis of flexural reinforced concrete elements

Dulinskas, Eugedijus Juozas; Zabulionis, Darius; Balevičius, Robertas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/118471

On the equivalence of compressive concrete diagrams in analysis of flexural reinforced concrete elements

Details

Publication Type (CRIS)

Straipsnis konferencijos medžiagoje Web of Science duomenų bazėje / Article in conference proceedings in Web of Science database (P1a1)

Publication Type (eLABa)

Straipsnis konferencijos darbų leidinyje Web of Science DB / Article in conference proceedings Web of Science DB (P1a)

Author(s)

Author	Affiliation
Dulinskas, Eugedijus Juozas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Zabulionis, Darius	Fundamentinių mokslų fakultetas / Faculty of Fundamental Sciences (10)
Balevičius, Robertas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

On the equivalence of compressive concrete diagrams in analysis of flexural reinforced concrete elements

[en]

Eugedijus Dulinskas, Darius Zabulionis, Robertas Balevičius

Is part of

The 9th international conference Modern building materials, structures and techniques: selected papers, May 16-18, 2007 Vilnius, Lithuania / International Association for Bridges and Structural Engineering, European Council of Civil Engineers, The Association of European Civil Engineering Faculties, Lithuanian Academy of Science, Vilnius Gediminas Technical University. Vol. 2

Published In

Year	Start Page	End Page
2007	523	530

Publisher

Vilnius : Technika, 2007

Referenced in Database(s)(DBs)

ISI Proceedings

Extent

p. 523-530

URI

URI
https://hdl.handle.net/20.500.14911/118471

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

In the paper, an approach for equivalent substitution of the rectangular stress-strain diagram for the nonlinear diagram taken into consideration the descending strain branches were proposed. The results obtained were examined via the regulations of code STR, EC-2, SNiP and used for the sake of comparison as well as exploring the present inadequacies. The correction factors for equivalent substitution of rectangular and nonlinear stress-strain diagrams with respect to the descending branch were also proposed.