In this paper, the methods for determination of the bending resistance of composite beams with partial shear connection and nonductile shear connectors, according to Eurocode 4, are studied. The Eurocode 4 predicts the use of two calculation methods: the method based on the nonlinear theory and the simplified method that assume linear relation between elastic and plastic bending moment resistance. The algorithm for the nonlinear section analysis is explained in detail. Using the own computer program for nonlinear section analysis, for one composite beam cross section, the differences in results obtained by these two proposed methods are discussed.
Source:
Conference proceedings 6th international conference Contemporary Achievements in Civil Engineering 2018, 2018, 34, 25-32
TY - CONF
AU - Kostić, Svetlana M.
AU - Deretić-Stojanović, Biljana
PY - 2018
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1598
AB - In this paper, the methods for determination of the bending resistance of composite beams with partial shear connection and nonductile shear connectors, according to Eurocode 4, are studied. The Eurocode 4 predicts the use of two calculation methods: the method based on the nonlinear theory and the simplified method that assume linear relation between elastic and plastic bending moment resistance. The algorithm for the nonlinear section analysis is explained in detail. Using the own computer program for nonlinear section analysis, for one composite beam cross section, the differences in results obtained by these two proposed methods are discussed.
PB - Faculty of Civil Engineeirng, Subotica
C3 - Conference proceedings 6th international conference Contemporary Achievements in Civil Engineering 2018
T1 - Bending resistance of composite beams with nonductile shear connectors
T1 - Nosivost na savijanje spregnutih greda sa neduktilnim moždanicima
EP - 32
SP - 25
VL - 34
DO - 10.14415/konferencijaGFS2018.001
ER -
@conference{
author = "Kostić, Svetlana M. and Deretić-Stojanović, Biljana",
year = "2018",
abstract = "In this paper, the methods for determination of the bending resistance of composite beams with partial shear connection and nonductile shear connectors, according to Eurocode 4, are studied. The Eurocode 4 predicts the use of two calculation methods: the method based on the nonlinear theory and the simplified method that assume linear relation between elastic and plastic bending moment resistance. The algorithm for the nonlinear section analysis is explained in detail. Using the own computer program for nonlinear section analysis, for one composite beam cross section, the differences in results obtained by these two proposed methods are discussed.",
publisher = "Faculty of Civil Engineeirng, Subotica",
journal = "Conference proceedings 6th international conference Contemporary Achievements in Civil Engineering 2018",
title = "Bending resistance of composite beams with nonductile shear connectors, Nosivost na savijanje spregnutih greda sa neduktilnim moždanicima",
pages = "32-25",
volume = "34",
doi = "10.14415/konferencijaGFS2018.001"
}
Kostić, S. M.,& Deretić-Stojanović, B.. (2018). Bending resistance of composite beams with nonductile shear connectors. in Conference proceedings 6th international conference Contemporary Achievements in Civil Engineering 2018
Faculty of Civil Engineeirng, Subotica., 34, 25-32.
https://doi.org/10.14415/konferencijaGFS2018.001
Kostić SM, Deretić-Stojanović B. Bending resistance of composite beams with nonductile shear connectors. in Conference proceedings 6th international conference Contemporary Achievements in Civil Engineering 2018. 2018;34:25-32.
doi:10.14415/konferencijaGFS2018.001 .
Kostić, Svetlana M., Deretić-Stojanović, Biljana, "Bending resistance of composite beams with nonductile shear connectors" in Conference proceedings 6th international conference Contemporary Achievements in Civil Engineering 2018, 34 (2018):25-32,
https://doi.org/10.14415/konferencijaGFS2018.001 . .
