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《Journal of Liaoning Institute of Technology》 2003-01
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Beton′s Constitutive Relationship under Dynamic Load and the Realization of Finite Element

CHEN Shuyu\;(Dept. of Mechanics & Engineering Science, Fudan University, Shanghai 200433, China)  
A rate and history dependent dynamic constitutive model for concrete under impact and seismic loading is established. The model follows the general viscoplastic theory of Perzyma and the development principle of plastic discontinuity surface introduced by Bicanic. The transformation disciplines of plastic yield surface and strength limit surface have been applied to describe the dynamic viscoplastic responses of material. Both the dynamic constitutive relations and the finite element realizations are expatiated in particular. In respect to clarify the different loading conditions, the rules of DruckPrager and MohrConlumb are used to depict the mechanical characteristics of concrete respectively. In conclusion, a numerical example, where the solution of a concrete beam under triangular impulsive loading is calculated, is given for validation. 
【CateGory Index】: TU528.0
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