A unified non-linear energy dissipation-based plastic-damage model for cyclic loading

被引:15
作者
Cornejo, A. [1 ,2 ]
Jimenez, S. [1 ,2 ]
Barbu, L. G. [1 ,2 ]
Oller, S. [1 ,3 ]
Onate, E. [1 ,2 ]
机构
[1] Ctr Int Metodes Numer Engn CIMNE, Campus Norte UPC, Barcelona 08034, Spain
[2] Univ Politecn Cataluna UPC, Campus Norte UPC, Barcelona 08034, Spain
[3] Univ Nacl Salta, Fac Ingn, Consejo Nacl & Invest Cient & Tecn CONICET, Av Bolivia 5150, RA-4400 Salta, Argentina
基金
欧盟地平线“2020”;
关键词
Fracture mechanics; Plasticity; Constitutive modelling; Cyclic loading; Damage; Crack closure-reopening; SERIAL-PARALLEL RULE; CONCRETE; METHODOLOGY; FRAMEWORK; MECHANICS; FRACTURE;
D O I
10.1016/j.cma.2022.115543
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A new energy-dissipation-based rate-independent constitutive law within the framework of elastoplasticity coupled with damage is proposed. With this methodology, the inelastic strains and the stiffness degradation exhibited by quasi-brittle materials under monotonic or cyclic loading conditions are taken into account. The proposed constitutive model is able to capture micro-cracks closure-reopening effects due to load reversal. A wide variety of hardening/softening laws on the stress-strain relationship are described and considered for the novel normalized plastic-damage energy dissipation internal variable. This normalized internal variable allows the model to be independent on the sign of the load and dissipate different fracture energies (tensile, compressive and potentially shear) in a natural way. Several numerical examples are presented in order to ensure the efficiency and validity of the proposed model for simulating the non-linear behaviour of quasi-brittle materials under monotonic and cyclic loading. Some numerical aspects of the implemented algorithm and the return mapping procedure are also described in detail and discussed.(c) 2022 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
引用
收藏
页数:28
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