Study on Finite Element Modeling of Girder Bridges

Xiao Hui Xia

doi:10.4028/www.scientific.net/AMR.671-674.1051

Paper Titles

Field Testing on Natural Frequencies of a Cable-Stayed Footbridge Based on Ambient Excitation
p.1029

Full-Scale Fatigue Test of Trough-to-Deck Plate Joints in Steel Orthotropic Deck
p.1035

Influence of Concrete Shrinkage and Creep on Composite Beam of Cable-Stayed Bridge
p.1040

Space Analysis of Long-Span Continuous Rigid Frame Bridges
p.1045

Study on Finite Element Modeling of Girder Bridges
p.1051

Temperature Effect Analysis of the Twin Towers Concrete Cable-Stayed Bridge for Construction Control
p.1055

The Damage Analysis of Usu Bridge under Static Load
p.1064

Numerical Simulation of Integral Mechanical Behavior for Dual-Wall Steel Cofferdam during Construction Process
p.1069

Effect of Different Compaction Methods on Bridge Pavement
p.1073

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Study on Finite Element Modeling of Girder Bridges

Study on Finite Element Modeling of Girder Bridges

Abstract:

The modeling techniques selected for girder bridges should be capable of including physical behavior, such as composite action and the eccentricity effect between the slab deck and the girder. In this paper, we find that the ANSYS has the capability of offsetting the beam element from a reference node location in order to define the centric location of the section relative to the node location.