A virtual element and interface based concurrent multiscale method for failure analysis of quasi brittle heterogeneous composites
被引:4
|
作者:
Lopez Rivarola, F.
论文数: 0引用数: 0
h-index: 0
机构:
Univ Buenos Aires, Fac Ingn, Buenos Aires, DF, Argentina
Univ Buenos Aires INTECIN, CONICET, Buenos Aires, DF, ArgentinaUniv Buenos Aires, Fac Ingn, Buenos Aires, DF, Argentina
Lopez Rivarola, F.
[1
,2
]
Labanda, N. A.
论文数: 0引用数: 0
h-index: 0
机构:
Univ Buenos Aires, Fac Ingn, Buenos Aires, DF, Argentina
Univ Nacl Tucuman, San Miguel De Tucuman, ArgentinaUniv Buenos Aires, Fac Ingn, Buenos Aires, DF, Argentina
Labanda, N. A.
[1
,3
]
Benedetto, M. F.
论文数: 0引用数: 0
h-index: 0
机构:
Univ Queensland, Sch Math & Phys, St Lucia, Qld, AustraliaUniv Buenos Aires, Fac Ingn, Buenos Aires, DF, Argentina
Benedetto, M. F.
[4
]
Etse, G.
论文数: 0引用数: 0
h-index: 0
机构:
Univ Buenos Aires, Fac Ingn, Buenos Aires, DF, Argentina
Univ Buenos Aires INTECIN, CONICET, Buenos Aires, DF, Argentina
Univ Nacl Tucuman, San Miguel De Tucuman, ArgentinaUniv Buenos Aires, Fac Ingn, Buenos Aires, DF, Argentina
Etse, G.
[1
,2
,3
]
机构:
[1] Univ Buenos Aires, Fac Ingn, Buenos Aires, DF, Argentina
[2] Univ Buenos Aires INTECIN, CONICET, Buenos Aires, DF, Argentina
[3] Univ Nacl Tucuman, San Miguel De Tucuman, Argentina
[4] Univ Queensland, Sch Math & Phys, St Lucia, Qld, Australia
The use of multiscale schemes for computational failure evaluations of quasi-brittle composites, particularly concrete, has become a promising challenge for evaluating the complex degradation mechanisms at different scales of observations. In the framework of standard finite element procedures, both concurrent and semi-concurrent multiscale procedures have so far been considered for analysing failure behaviour of quasi-brittle materials. When it comes to composite materials like concrete with heterogeneous meso-structures due to the presence of highly irregular inclusions regarding both size and geometry, the material meso-structure critically determines the macroscopic mechanical properties and thus the mechanical response to external loading. In this work a concurrent multiscale method is proposed for numerical analysis of the failure behaviour of heterogeneous and quasi-brittle materials like concrete. This is based on combining a discretization based on the Virtual Element Method (VEM) and Interface Elements (IEs) in the framework of the discrete crack approach using a mixed augmented Lagrangian for the interfaces. Mesoscale numerical simulations of 3 point beam specimens are presented to assess the quality of the proposed concurrent multiscale procedure to accurately and effectively capture the relevant features of their failure mechanisms, highlighting the advantages of using the VEM technology. (C) 2020 Elsevier Ltd. All rights reserved.
机构:
(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China) (Institute of Deep Engineering and Intelligent Technology, Northeastern University(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China) (Institute of Deep Engineering and Intelligent Technology, Northeastern University
Liu Z.
Tian F.
论文数: 0引用数: 0
h-index: 0
机构:
(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China) (Institute of Deep Engineering and Intelligent Technology, Northeastern University(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China) (Institute of Deep Engineering and Intelligent Technology, Northeastern University
Tian F.
Zhou J.
论文数: 0引用数: 0
h-index: 0
机构:
(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China) (Institute of Deep Engineering and Intelligent Technology, Northeastern University(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China) (Institute of Deep Engineering and Intelligent Technology, Northeastern University
Zhou J.
Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics,
2024,
56
(05):
: 1395
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1410