Determination of crack width in reinforced concrete members at the level of reinforcement according to the surface crack widths

Cijunaitis, Arūnas; Dulinskas, Eugedijus Juozas; Vainiūnas, Povilas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/135362

Determination of crack width in reinforced concrete members at the level of reinforcement according to the surface crack widths

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Author	Affiliation
Cijunaitis, Arūnas	Taikomoji statinių, konstrukcijų ir medžiagų laboratorija / Laboratory of Buildings, Constructions and Materials (0252)
Dulinskas, Eugedijus Juozas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Vainiūnas, Povilas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

Determination of crack width in reinforced concrete members at the level of reinforcement according to the surface crack widths

[en]

Arūnas Cijunaitis, Eugedijus Dulinskas, Povilas Vainiūnas

Is part of

Modern building materials, structures and techniques[elektroninis išteklius] : proceedings of the 8th international conference, held on May 19-22, 2004 Vilnius, Lithuania [CD]

Published In

Year	Start Page	End Page
2004	1	6

Publisher

Vilnius : Technika, 2004

Extent

p. 1-6

URI

URI
https://hdl.handle.net/20.500.14911/135362

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

Determination of normal crack width at reinforcement level according to its width at the surface of the member is analysed. Performed analysis and relationships of ratio between crack widths in the surface in extreme tension and these at the level of reinforcement with parameters of relative compression zone depth and distance between tensile reinforcement and the surface of tension side are presented. Assumptions used in the analysis conform to the acting code requirements for calculations of normal cracks widths. Results of investigations have been used for analysis and determination of widths of normal cracks in reinforced concrete structures of construction works.