A nonlocal operator method for finite deformation higher-order gradient elasticity

被引:27
|
作者
Ren, Huilong [1 ]
Zhuang, Xiaoying [2 ,3 ]
Trung, Nguyen-Thoi [4 ]
Rabczuk, Timon [4 ,5 ]
机构
[1] Bauhaus Univ Weimar, Inst Struct Mech, D-99423 Weimar, Germany
[2] Tongji Univ, Coll Civil Engn, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[3] Leibniz Univ Hannover, Inst Continuum Mech, Hannover, Germany
[4] Ton Duc Thang Univ, Div Computat Mech, Ho Chi Minh City, Vietnam
[5] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
关键词
Nonlocal operator method; Finite strain; Second/third-gradient strain; Invariant; Variational principle; ISOGEOMETRIC ANALYSIS; SYMMETRY CLASSES; CONTINUUM THEORY; STRESS; MODELS; FORMULATION; ELEMENTS; DAMAGE; SHEAR;
D O I
10.1016/j.cma.2021.113963
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We present a general finite deformation higher-order gradient elasticity theory. The governing equations of the higher-order gradient solid along with boundary conditions of various orders are derived from a variational principle using integration by parts on the surface. The objectivity of the energy functional is achieved by carefully selecting the invariants under rigid-body transformation. The third-order gradient solid theory includes more than 10.000 material parameters. However, under certain simplifications, the material parameters can be greatly reduced; down to 3. With this simplified formulation, we develop a nonlocal operator method and apply it to several numerical examples. The numerical analysis shows that the high gradient solid theory exhibits a stiffer response compared to a 'conventional' hyperelastic solid. The numerical tests also demonstrate the capability of the nonlocal operator method in solving higher-order physical problems. (C) 2021 Elsevier B.V. All rights reserved.
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页数:28
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