Dynamic load-displacement behavior simulation of RC columns considering strain rate and nonlinearity effects

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Journal:Advanced Materials Research

Key Words:Reinforced Concrete Column; Fiber Model Method ; Dynamic Load Strain Rate; Shear Deformation

Abstract:In this study, numerical simulations on the dynamic load-displacement behavior of typical RC columns under dynamic loadings considering the strain rate effect and the influence of shear deformation, geometrical nonlinearity, plastic hinge zone were performed with a dynamic fiber element model, where the dynamic constitutive model of concrete considering the strain rate effects proposed by the CEB-FIP code (1990) was employed. The developed dynamic fiber element models with and without the consideration of shear deformation were employed to simulate the load-displacement behavior of RC column..

Indexed by:Journal paper

Document Type:J

Volume:163-167

Page Number:1811-1818

Translation or Not:no

CN No.:null

Date of Publication:2010-10-01

Included Journals:EI

First Author:Zhou Jiang

Co-author:Bin Xu,Xiang Zeng,Liang Tang