Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/138490
Influence of longitudinal reinforcement on development of normal cracks tests
Publication Type (CRIS)
Straipsnis Scopus duomenų bazėje / Article in Scopus database (S1b)
Publication Type (eLABa)
Straipsnis Scopus DB / Scopus DB article (S2)
Title
Influence of longitudinal reinforcement on development of normal cracks tests
Vidmantas Jokūbaitis, Petras Pukelis
Title in other language
Išilginės armatūros įtaka normalinių plyšių plitimui
Is part of
Journal of civil engineering and management
Published In
| Year | Volume | Issue | Start Page | End Page |
|---|---|---|---|---|
2005 | 11 | 1 | 33 | 37 |
Publisher
Vilnius : Technika
Publisher (trusted)
Technika
Extent
p. 33-37
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Medžiagų inžinerija / Materials engineering (T008)
Abstract (en)
Using a model of normal crack propagation in reinforced concrete members, an analytical expression is presented for the stress intensity factor defining the intensity of stress in area at the crack tip. This factor is in linear relationship to the stress in tensile reinforcement, which can be determined by different methods. The analysis performed indicates that there is a direct relationship between the stress intensity factor and normal crack depth, when a stable and chaotic propagation of cracks in the initial cracking stage of the member terminates. In addition, expression of this relationship depends significantly on reinforcement ratio of underreinforced beams.
Resource Type (COAR)
TextJournalJournal articleResearch article
Language
Anglų / English (en)
Country
Lietuva / Lithuania (LT)
Owning collection
ISSN (of the container)
1392-3730
eLABa ID
3700258