Time-dependent effects are significant for the design of range of concrete structures. Reliable data for creep and shrinkage properties of concrete and analytical procedures are needed to account for these effects. A number of software applications have been developed to deal with time-dependent
properties of concrete. In this paper numerical simulation of experimental long-term behavior of composite concrete beams made continuous is presented. DIANA software nonlinear FEM analysis
and a simplified method for prediction of the continuity restraint moment are compared with the experimental results. ACI 209, MC 90, LRFD and EC2 material models have been applied. Material models were also compared with respect to compliance of calculated and measured moments.
TY - CONF
AU - Mašović, Snežana
AU - Stošić, Saša
AU - Pecić, Nenad
PY - 2011
UR - https://grafar.grf.bg.ac.rs/handle/123456789/3022
AB - Time-dependent effects are significant for the design of range of concrete structures. Reliable data for creep and shrinkage properties of concrete and analytical procedures are needed to account for these effects. A number of software applications have been developed to deal with time-dependent
properties of concrete. In this paper numerical simulation of experimental long-term behavior of composite concrete beams made continuous is presented. DIANA software nonlinear FEM analysis
and a simplified method for prediction of the continuity restraint moment are compared with the experimental results. ACI 209, MC 90, LRFD and EC2 material models have been applied. Material models were also compared with respect to compliance of calculated and measured moments.
PB - MASE
C3 - Macedonian association of structural engineers - MASE
T1 - Long-term behavior of composite concrete girders made continuous
EP - 208
SP - 203
VL - 1
UR - https://hdl.handle.net/21.15107/rcub_grafar_3022
ER -
@conference{
author = "Mašović, Snežana and Stošić, Saša and Pecić, Nenad",
year = "2011",
abstract = "Time-dependent effects are significant for the design of range of concrete structures. Reliable data for creep and shrinkage properties of concrete and analytical procedures are needed to account for these effects. A number of software applications have been developed to deal with time-dependent
properties of concrete. In this paper numerical simulation of experimental long-term behavior of composite concrete beams made continuous is presented. DIANA software nonlinear FEM analysis
and a simplified method for prediction of the continuity restraint moment are compared with the experimental results. ACI 209, MC 90, LRFD and EC2 material models have been applied. Material models were also compared with respect to compliance of calculated and measured moments.",
publisher = "MASE",
journal = "Macedonian association of structural engineers - MASE",
title = "Long-term behavior of composite concrete girders made continuous",
pages = "208-203",
volume = "1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3022"
}
Mašović, S., Stošić, S.,& Pecić, N.. (2011). Long-term behavior of composite concrete girders made continuous. in Macedonian association of structural engineers - MASE
MASE., 1, 203-208.
https://hdl.handle.net/21.15107/rcub_grafar_3022
Mašović S, Stošić S, Pecić N. Long-term behavior of composite concrete girders made continuous. in Macedonian association of structural engineers - MASE. 2011;1:203-208.
https://hdl.handle.net/21.15107/rcub_grafar_3022 .
Mašović, Snežana, Stošić, Saša, Pecić, Nenad, "Long-term behavior of composite concrete girders made continuous" in Macedonian association of structural engineers - MASE, 1 (2011):203-208,
https://hdl.handle.net/21.15107/rcub_grafar_3022 .
