The discrete cracks-based deformation analysis of reinforced concrete elements

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/152240

Details

Publication Type (CRIS)

Tezės kitoje duomenų bazėje / Theses in other database (T1c)

Publication Type (eLABa)

Konferencijos pranešimo tezės tarptautinėse DB / Conference presentation abstract in an international DB (T1)

VILNIUS TECH Research Priorities and Topics

Pažangios statinių konstrukcijos / Smart building structures (SD0101)

Lithuanian Intelligent Specialization

Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies (L104)

Author(s)

Author	Affiliation
Merkevičiūtė, Dovilė	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Augonis, Mindaugas	Kauno technologijos universitetas
Balevičius, Robertas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Blaževičius, Gediminas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)

Title

The discrete cracks-based deformation analysis of reinforced concrete elements

[en]

Dovilė Merkevičiūtė, Mindaugas Augonis, Robertas Balevičius, Gediminas Blaževičius

Is part of

Mechanika 2021: proceedings of the 25th international scientific conference, May 21, 2021 Kaunas University of Technology, Lithuania

Published In

Year	Start Page	End Page
2021	36	37

Publisher

Kaunas : Technologija

Referenced in Database(s)(DBs)

Extent

p. 36-37

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/152240
https://ebooks.ktu.edu/product/mechanika-2021-proceedings-25th-international-scientific-conference	Viso teksto dokumentas (institucijos intranete) / Full Text Document (Intranet Access)

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Mechanikos inžinerija / Mechanical Engineering (T009)

Keywords (en)

Abstract (en)

Introduction. A reinforced concrete (RC) element is considered as a built-up member composed of a hollow plain concrete bar and a reinforcing bar (Fig. 1). The behavior of the builtup member is simulated by connecting these bars via the transverse and longitudinal links (Fig. 1a). The unknown bond stresses are found by removing the longitudinal links and applying the unknown contact forces instead of them. The cracking process is simulated by coupling the symmetrical and asymmetrical, incrementally-defined bond problems.