Long-term behavior of composite concrete girders made continuous
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.
Keywords:
composite beams / concrete / construction methods / creep / shrinkage / nonlinear analysisSource:
Macedonian association of structural engineers - MASE, 2011, 1, 203-208Publisher:
- MASE
Collections
Institution/Community
GraFarTY - 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 .