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Extended Kantorovich method for local stresses in composite laminates upon polynomial stress functions 被引量:1
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作者 Bin Huang Ji Wang +3 位作者 Jianke Du Yan Guo Tingfeng Ma Lijun Yi 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2016年第5期854-865,共12页
The extended Kantorovich method is employed to study the local stress concentrations at the vicinity of free edges in symmetrically layered composite laminates subjected to uniaxial tensile load upon polynomial stress... The extended Kantorovich method is employed to study the local stress concentrations at the vicinity of free edges in symmetrically layered composite laminates subjected to uniaxial tensile load upon polynomial stress functions. The stress fields are initially assumed by means of the Lekhnitskii stress functions under the plane strain state. Applying the principle of complementary virtual work,the coupled ordinary differential equations are obtained in which the solutions can be obtained by solving a generalized eigenvalue problem. Then an iterative procedure is established to achieve convergent stress distributions. It should be noted that the stress function based extended Kantorovich method can satisfy both the traction-free and free edge stress boundary conditions during the iterative processes. The stress components near the free edges and in the interior regions are calculated and compared with those obtained results by finite element method(FEM). The convergent stresses have good agreements with those results obtained by three dimensional(3D) FEM. For generality, various layup configurations are considered for the numerical analysis. The results show that the proposed polynomial stress function based extended Kantorovich method is accurate and efficient in predicting the local stresses in composite laminates and computationally much more efficient than the 3D FEM. 展开更多
关键词 Kantorovich method polynomial stress function Composite laminates Local stresses 3D FEM
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An Arbitrary Polygonal Stress Hybrid Element for Structural Dynamic Response Analysis
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作者 Xin Zeng Ran Guo Lihui Wang 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2023年第5期692-701,共10页
This paper constructs a new two-dimensional arbitrary polygonal stress hybrid dynamic(APSHD)element for structural dynamic response analysis.Firstly,the energy function is established based on Hamilton's principle... This paper constructs a new two-dimensional arbitrary polygonal stress hybrid dynamic(APSHD)element for structural dynamic response analysis.Firstly,the energy function is established based on Hamilton's principle.Then,the finite element time-space discrete format is constructed using the generalized variational principle and the direct integration method.Finally,an explicit polynomial form of the combined stress solution is give,and its derivation process is shown in detail.After completing the theoretical construction,the numerical calculation program of the APSHD element is written in Fortran,and samples are verified.Models show that the APSHD element performs well in accuracy and convergence.Furthermore,it is insensitive to mesh distortion and has low dependence on selecting time steps. 展开更多
关键词 stress hybrid element method Arbitrary polygonal element Dynamic response analysis polynomial stress function solution
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