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General Model of Fuzzy Plasticity

General Model of Fuzzy Plasticity

作     者:ZHANG Chunliang ZHANG Liangchi 

作者机构:School of Mechanical and Electrical Engineering Guangzhou University Guangzhou 510006 China School of Mechanical and Manufacturing Engineering The University of New South Wales Sydney NSW 2052 Australia 

出 版 物:《Chinese Journal of Mechanical Engineering》 (中国机械工程学报(英文版))

年 卷 期:2010年第23卷第4期

页      面:496-504页

核心收录:

学科分类:12[管理学] 1201[管理学-管理科学与工程(可授管理学、工学学位)] 0817[工学-化学工程与技术] 08[工学] 0807[工学-动力工程及工程热物理] 0802[工学-机械工程] 0811[工学-控制科学与工程] 081201[工学-计算机系统结构] 0801[工学-力学(可授工学、理学学位)] 080102[工学-固体力学] 0812[工学-计算机科学与技术(可授工学、理学学位)] 

基  金:supported by National Hi-tech Research and Development Program of China (863 Program  Grant No. 2008AA04Z407) 

主  题:plasticity theory fuzzy model membership function plastic modulus stress-strain curve 

摘      要:The transition between the elastic and plastic states is sharp in the classical plasticity theory. To overcome this problem, many constitutive models, such as multi-yield-surface model and two-surface model, have been developed. However, these models can not represent the true deformation process in a material. In order to capture nonlinear hardening behavior and smooth transition from elastic to plastic state, a general model of fuzzy plasticity is developed. On the basis of the theory of fuzzy sets and TAKAGI-SUGENO fuzzy model, a fuzzy plastic model for monotonic and cyclic loadings in one dimension is established and it is generalized to six dimensions and unsymmetric cycles. The proposed model uses a set of surfaces to partition the stress space with individual plastic modulus. The plastic modulus between two adjacent surfaces is determined by a membership function. By means of a finite number of partitioning surfaces, the fuzzy plastic model can provide with a more realistic and practical description of the materials behavior than the classical plasticity model. The validity of the fuzzy plastic model is investigated by comparing the predicted and experimental stress-strain responses of steels. It was found that the fuzzy plasticity has the ability to handle many practical problems that cannot be adequately analyzed by the conventional theory of plasticity.

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