Analysis of the different techniques for calculation of bearing capacity of flexural reinforced concrete deep beams

Levon, Beata; Šalna, Remigijus; Juknevičius, Linas

doi:10.3846/mbmst.2019.158

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/147000

Analysis of the different techniques for calculation of bearing capacity of flexural reinforced concrete deep beams

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)

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
Levon, Beata	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)
Juknevičius, Linas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

Analysis of the different techniques for calculation of bearing capacity of flexural reinforced concrete deep beams

[en]

Beata Levon, Remigijus Šalna, Linas Juknevičius

Is part of

The 13th international conference “Modern building materials, structures and techniques”, 16–17 May, 2019, Vilnius, Lithuania

Published In

Year	Start Page	End Page
2019	417	424

Publisher

Vilnius : VGTU Press, 2019

Extent

p. 417-424

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/147000
https://doi.org/10.3846/mbmst.2019.158	Viso teksto dokumentas (atviroji prieiga) / Full Text Document (Open Access)

DOI

10.3846/mbmst.2019.158

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Medžiagų inžinerija / Materials engineering (T008)

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The paper deals with the singularities of the design of deep beams without shear reinforcement according to different design codes, namely, STR 2.05.05:2005, EC2, EC2-SMM and ACI-318. The comparative analysis of calculation models, experimental verification, accuracy of models and the ranking of models according to the Modified Demerit Points Classification (MDP) method are presented. The results shown that despite the systematic error of the STR 2.05.05:2005 method is closest to 1 if compared to the other methods, it is classified as dangerous one according to the MDP ranking.

Series/Report no.

Modern Building Materials, Structures and Techniques MBMST

Resource Type (COAR)

TextConference outputConference proceedingsConference paper

Language

Anglų / English (en)

Country

Lietuva / Lithuania (LT)

Description

This is an open-access article distributed under the terms of the Creative Commons
Attribution (http://creativecommons.org/licenses/by/4.0/) License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

Conference