Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/120015
Free of shrinkage tension stiffening relationships derived from RC beam tests
Publication Type (CRIS)
Straipsnis recenzuojamoje užsienio konferencijos medžiagoje / Article in peer-reviewed foreign conference proceedings (P1g)
Publication Type (eLABa)
Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)
Author(s)
| Author | Affiliation |
|---|---|
Title
Free of shrinkage tension stiffening relationships derived from RC beam tests
Gintaris Kaklauskas, Viktor Gribniak, Darius Bacinskas
Is part of
AMCM'2008. 6th internetional conference : Analytical models and new concepts in concrete and masonry structures, June 9-11, 2008, Łódź, Poland : proceedings [CD]
Published In
| Year | Start Page | End Page |
|---|---|---|
2008 | 1 | 8 |
Publisher
Łódź : Technical University of Łódź, 2008
Extent
p. 1-8
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Abstract (en)
Present research has been pursuing the following objectives: 1) extension of the applicability of a technique, proposed by the first author for deriving free of shrinkage tension stiffening relationships from flexural RC member tests; 2) investigation of concrete shrinkage effect on cracking, tension stiffening and short-team deformations of flexural members. The proposed technique is based on smeared crack approach and layer model. Based on the proposed techniques, free of shrinkage tension stiffening relationships were derived from experimental moment-curvature diagrams of RC beams reported in the literature. Shrinkage influence on stress-strain state of RC members has been also investigated.
Resource Type (COAR)
TextConference outputConference proceedingsConference paper
Language
Anglų / English (en)
Country
Lenkija / Poland (PL)
Owning collection
ISBN (of the container)
978372832634
eLABa ID
3824956