2019
DOI: 10.1016/j.tws.2019.106332
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Repeated localized impulsive loading on monolithic and multi-layered metallic plates

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Cited by 31 publications
(8 citation statements)
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“…The damage parameter D was defined aswhere Δε¯pl and ε¯fpl were the increment of equivalent plastic strain and the strain at fracture, respectively. Once the plastic strain accumulated in all incremental steps of an element reached the fracture strain, the element was directly removed (without stiffness degradation 31 ). Further, ε¯fpl was given bywhere σ was the stress triaxiality, and D 1 – D 5 were the failure parameters.…”
Section: Numerical Simulationsmentioning
confidence: 99%
“…The damage parameter D was defined aswhere Δε¯pl and ε¯fpl were the increment of equivalent plastic strain and the strain at fracture, respectively. Once the plastic strain accumulated in all incremental steps of an element reached the fracture strain, the element was directly removed (without stiffness degradation 31 ). Further, ε¯fpl was given bywhere σ was the stress triaxiality, and D 1 – D 5 were the failure parameters.…”
Section: Numerical Simulationsmentioning
confidence: 99%
“…Þ, while the equivalent plastic strain e pl reaches the critical value of the equivalent plastic failure strain. 34 In this situation, the equivalent plastic failure strain value e pl f severely relies on the element characteristic length L due to strain localization and it cannot be employed as a material parameter to define the damage evolution law. Therefore, the damage evolution law is defined by the following relationship in terms of the equivalent plastic displacement u pl34 u pl ¼ L e pl À e pl D (5) where L depends on the element geometry and it is considered as the cube root of the integration point volume in the present study.…”
Section: Materials Modelmentioning
confidence: 99%
“…At any given time during the analysis of a damaged element, the true degraded stress tensor r is expressed in terms of the effective stress r as follows 34 r…”
Section: Materials Modelmentioning
confidence: 99%
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“…Due to explosives or impact loading, these structures respond in a manner that is complex and nonlinear in nature 1 , 2 . Thus extensive experimental, analytical and numerical investigations have been carried out to study the mitigative effect of the protective structures under extreme loads 3 8 .The rapid advancement of computers has motivated various analysis techniques capable to model the complex dynamic response to a high level of accuracy 9 – 11 .…”
Section: Introductionmentioning
confidence: 99%