Conditions for failure of normal section in flexural reinforced concrete beams of rectangular cross-section

Jokūbaitis, Vidmantas Jonas; Juknevičius, Linas; Šalna, Remigijus

doi:10.1016/j.proeng.2013.04.060

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/142932

Conditions for failure of normal section in flexural reinforced concrete beams of rectangular cross-section

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
Jokūbaitis, Vidmantas Jonas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Juknevičius, Linas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Šalna, Remigijus	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

Conditions for failure of normal section in flexural reinforced concrete beams of rectangular cross-section

[en]

Vidmantas Jokūbaitis, Linas Juknevičius, Remigijus Šalna

Is part of

Procedia Engineering. 11th international conference on modern building materials, structures and techniques (MBMST), May 16-17, 2013, Vilnius, Lithuania

Published In

Year	Volume	Start Page	End Page
2013	57	466	472

Publisher

Amsterdam : Elsevier

Referenced in Database(s)(DBs)

ScienceDirect

Conference Proceedings Citation Index - Science (Web of Science)

Extent

p. 466-472

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/142932
Straipsnis	Viso teksto dokumentas (atviroji prieiga) / Full Text Document (Open Access)

DOI

10.1016/j.proeng.2013.04.060

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The stress in longitudinal tensile reinforcement is one of the main important parameters while examining the technical state of under- reinforced concrete structures. The most important issue is to determine whether the external loads cause the close to yield stress in the main reinforcement. Yield stress in tensile reinforcement could be treated as the start of incipient failure of the flexural structure. The state of tensile reinforcement of flexural reinforced concrete structures could be examined by observing the properties of the normal cracks. The application of fracture mechanics of solids could be used for determining the actual damage to the structure by knowing only the measured height of the normal crack.