Structure and Infrastructure Engineering · 2010 · 19 citations · 3 references
EngineeringCivil EngineeringComputational EngineeringComputational MechanicsFinite Element AnalysisStructural EngineeringDynamic Response AnalysisImpact MechanicsPlastic AnalysisStress-strain BehaviorStructural Finite Element AnalysisStructural Response AnalysisDisplacementDrucker-prager CriterionImpact ForceImpact Force ModelingImpact LoadingImpact Loading ResponseStructural Impact ResponseYield Criterion
This paper focuses on an applicability of the proposed numerical analysis method to the large scale RC girder under falling-weight impact loading using effective finite element mesh size distribution by comparing with experimental results. The results obtained from this study are: (1) displacement wave can be accurately estimated with seven-division of stirrup interval. (2) The maximum impact force and reaction force can be roughly estimated by using the mesh geometry with one-division for the each interval. (3) Damping constant should be used as 1.5%. (4) Drucker-Prager yield criterion should be applied. (5) The crack patterns can be roughly estimated with seven divisions between intervals of stirrup.
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