Use this url to cite publication: https://hdl.handle.net/20.500.14911/139280
Deformational analysis of prestressed high-strength concrete members using flexural constitutive model
Publication Type (CRIS)
Straipsnis Scopus duomenų bazėje / Article in Scopus database (S1b)
Publication Type (eLABa)
Straipsnis Scopus DB / Scopus DB article (S2)
Author(s)
| Author | Affiliation |
|---|---|
Title
Deformational analysis of prestressed high-strength concrete members using flexural constitutive model
Renata Zamblauskaitė, Gintaris Kaklauskas and Darius Bacinskas
Title in other language
Stipriojo ir vidutinio stiprio betono įtemptųjų lenkiamųjų gelžbetoninių elementų deformacijų analizė pagal integralinį modelį
Is part of
Journal of civil engineering and management
Published In
| Year | Volume | Issue | Start Page | End Page |
|---|---|---|---|---|
2005 | 11 | 2 | 145 | 151 |
Publisher
Vilnius : Technika
Publisher (trusted)
Technika
Extent
p. 145-151
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Medžiagų inžinerija / Materials engineering (T008)
Abstract (en)
In this paper, an attempt has been made to extend application of the recently proposed Flexural constitutive model to short- and long-term deformational analysis of flexural partially prestressed concrete members. The effect of tension stiffening and non-linear time effects of creep and shrinkage are taken into account. Effective modulus method is used for modelling long-term deformations. The proposed calculation technique is based on the layered approach and use of material stress-strain relationships. Curvatures prediction results were tested against experimental data of partially prestressed concrete beams reported in literature.
Resource Type (COAR)
TextJournalJournal articleResearch article
Language
Anglų / English (en)
Country
Lietuva / Lithuania (LT)
Owning collection
ISSN (of the container)
1392-3730
eLABa ID
3710520