VILNIUS TECH University Research Management System (CRIS)
Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/131593

Long-term deflections of reinforced concrete members

Publication Type (CRIS)
Konferencijų tezės nerecenzuojamame leidinyje / Conference theses in non-peer-reviewed publication (T2)
Publication Type (eLABa)
Kitos konferencijos pranešimo tezės / Other conference presentation abstracts (T3)
Author(s)
AuthorAffiliation
Kaklauskas, Gintaris  
Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)  
Bačinskas, Darius  
Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)  
Title
Long-term deflections of reinforced concrete members
[en]
Gintaris Kaklauskas, Darius Bacinskas
Is part of
Proceedings of the Second International Conference in Stuctural Engineering and Mechanics (ASEM'02) : volume of abstracts : 21-23 August 2002, Busan, Korea
Published In
YearStart PageEnd Page
2002
54
55
Extent
p. 54-55
URI
URI
https://hdl.handle.net/20.500.14911/131593
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Abstract (en)

In this paper, an attempt has been made to extend application of the integral constitutive model (proposed by the first author) to long-term deformational analysis of flexural reinforced concrete members. Constitutive relationships for compressive concrete and cracked tensile concrete used in the analysis are presented. The long-term behaviour of compressive concrete was modelled by a modified Hognestad's relationship. [...].

Resource Type (COAR)
TextConference outputConference proceedingsConference paper
Language
Anglų / English (en)
Country
Pietų Korėja / Korea Republic of (KR)
eLABa ID
3606547