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SPLITTING MODULUS FINITE ELEMENT METHOD FOR ORTHOGONAL ANISOTROPIC PLATE BENGING
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作者 党发宁 荣廷玉 孙训方 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2001年第9期1046-1056,共11页
Splitting modulus variational principle in linear theory of solid mechanics was introduced, the principle for thin plate was derived, and splitting modulus finite element method of thin plate was established too. The ... Splitting modulus variational principle in linear theory of solid mechanics was introduced, the principle for thin plate was derived, and splitting modulus finite element method of thin plate was established too. The distinctive feature of the splitting model is that its functional contains one or more arbitrary additional parameters, called splitting factors, so stiffness of the model can be adjusted by properly selecting the splitting factors. Examples show that splitting modulus method has high precision and the ability to conquer some ill-conditioned problems in usual finite elements. The cause why the new method could transform the ill-conditioned problems into well-conditioned problem, is analyzed finally. 展开更多
关键词 splitting modulus variational principle method of splitting modulus finite elements ANISOTROPIC ill-conditioned problems
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Least Square Finite Element Method for Viscous Splitting of Unsteady Incompressible Navier–Stokes Equations
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作者 SHUI Qing-xiang WANG Da-guo +1 位作者 HE Zhi-liang HUANG Jin 《China Ocean Engineering》 SCIE EI CSCD 2018年第4期490-500,共11页
In order to solve unsteady incompressible Navier–Stokes(N–S) equations, a new stabilized finite element method,called the viscous-splitting least square FEM, is proposed. In the model, the N–S equations are split i... In order to solve unsteady incompressible Navier–Stokes(N–S) equations, a new stabilized finite element method,called the viscous-splitting least square FEM, is proposed. In the model, the N–S equations are split into diffusive and convective parts in each time step. The diffusive part is discretized by the backward difference method in time and discretized by the standard Galerkin method in space. The convective part is a first-order nonlinear equation.After the linearization of the nonlinear part by Newton’s method, the convective part is also discretized by the backward difference method in time and discretized by least square scheme in space. C0-type element can be used for interpolation of the velocity and pressure in the present model. Driven cavity flow and flow past a circular cylinder are conducted to validate the present model. Numerical results agree with previous numerical results, and the model has high accuracy and can be used to simulate problems with complex geometry. 展开更多
关键词 unsteady incompressible N–S equations viscous splitting Newton's method least square finite element method driven cavity flow flow past a circular cylinder
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Study on Influence of Ballast Spring Modulus on Track Structure Based on Finite Element Method
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作者 Tian Yang 《Frontiers Research of Architecture and Engineering》 2021年第2期30-35,共6页
The finite element method is used to simulate the orbital structure,and the finite element model of"rail-sleepers-ballast"can be established.The model of the elastic modulus of different ballast and sleeper ... The finite element method is used to simulate the orbital structure,and the finite element model of"rail-sleepers-ballast"can be established.The model of the elastic modulus of different ballast and sleeper is calculated,and the rail displacement,the sleeper stress and the fastening force are deduced.The results show that the elastic modulus of the ballast can be increased to reduce the displacement of the rail and the supporting force of the fastener,but the stress of the sleeper will be increased.When the modu-lus of elasticity increases,the rail displacement,small. 展开更多
关键词 Railway ballast Elastic modulus finite element method
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Effects of thickness and elastic modulus on stress condition of fatigue-resistant coating under rolling contact 被引量:5
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作者 朴钟宇 徐滨士 +1 位作者 王海斗 濮春欢 《Journal of Central South University》 SCIE EI CAS 2010年第5期899-905,共7页
The distribution and magnitude of surface substrates were investigated by finite element method and subsurface stresses of the (FEM). The models of coating single-layer sprayed-coatings on monolithic configurations ... The distribution and magnitude of surface substrates were investigated by finite element method and subsurface stresses of the (FEM). The models of coating single-layer sprayed-coatings on monolithic configurations with different thicknesses and elastic modulus ratios of coating to substrate were introduced, and the effects of thickness and elastic modulus ratio on the stresses were addressed. The calculation results show that the coating/substrate interface shear stress obviously decreases with increasing coating thickness, due to the location of the maximum shear stress moving away from the coating/substrate interface. At the same time, the magnitude of von Mises stress also declines in the case of thicker coatings. However, the high elastic modulus ratio results in extremely high maximum shear stress and the severe discontinuity of the von Mises stress curves, which leads to the intensive stress concentration on the coating/substrate interface. So the coating configurations with the larger coating thickness and lower difference of elastic modulus between coating and substrate exhibit excellent resistant performance of rolling contact fatigue (RCF). 展开更多
关键词 sprayed-coating thickness elastic modulus maximum stress von Mises stress finite element method
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Method to analyze wrinkled membranes with zero shear modulus and equivalent stiffness
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作者 赵冉 魏德敏 孙文波 《Journal of Central South University》 SCIE EI CAS 2011年第5期1700-1708,共9页
To solve the problems of divergence,low accuracy and project application of membrane wrinkling analysis,an analysis method of zero shear modulus and equivalent stiffness was proposed.This method is an improvement to t... To solve the problems of divergence,low accuracy and project application of membrane wrinkling analysis,an analysis method of zero shear modulus and equivalent stiffness was proposed.This method is an improvement to the previous method (Method I) of local coordinate transposition and stiffness equivalence.The new method is derived and the feasibility is theoretically proved.A small-scale membrane structure is analyzed by the two methods,and the results show that the computational efficiency of the new method (Method II) is approximately 23 times that of Method I.When Method II is applied to a large-scale membrane stadium structure,it is found that this new method can quickly make the second principal stress of one way wrinkled elements zero,and make the two principal stresses of two-way wrinkled elements zero as well.It could attain the correct load responses right after the appearance of wrinkled elements,which indicates that Method II can be applied to wrinkling analysis of large-scale membrane structures. 展开更多
关键词 membrane structures finite element method wrinkling analysis shear modulus zero-setting equivalent stiffness
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Numerical Analysis for High⁃Throughput Elastic Modulus Measurement of Substrate⁃Supported Thin Films
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作者 HAN Meidong LI Yu +1 位作者 ZOU Jinluo HE Wei 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2024年第5期555-563,共9页
Micro/nano-thin films are widely used in the fields of micro/nano-electromechanical system(MEMS/NEMS)and flexible electronics,and their mechanical properties have an important impact on the stability and reliability o... Micro/nano-thin films are widely used in the fields of micro/nano-electromechanical system(MEMS/NEMS)and flexible electronics,and their mechanical properties have an important impact on the stability and reliability of components.However,accurate characterization of the mechanical properties of thin films still faces challenges due to the complexity of film-substrate structure,and the characterization efficiency of traditional techniques is insufficient.In this paper,a high-throughput determination method of the elastic modulus of thin films is proposed based on the strain variance method,the feasibility of which is analyzed by the finite element method(FEM),and the specific tensile configuration with array-distributed thin films is designed and optimized.Based on the strain difference between the film-substrate region and the uncoated region,the elastic modulus of multiple films is obtained simultaneously,and the influences of film width,spacing,thickness,and distribution on the measurement of elastic modulus are elucidated.The results show that the change in film width has a more obvious effect on the elastic modulus determination than film spacing and thickness,i.e.,the larger the film width is,the closer the calculation results are to the theoretical value,and the change in calculation results tends to be stabilized when the film width increases to a certain length.Specifically,the simultaneous measurement of the elastic modulus of eight metal films on a polyimide(PI)substrate with a length of 110 mm and a width of 30 mm can be realized,and the testing throughput can be further increased with the extension of the substrate length.This study provides an efficient and low-cost method for measuring the elastic modulus of thin films,which is expected to accelerate the development of new thin film materials. 展开更多
关键词 HIGH-THROUGHPUT thin films elastic modulus finite element method strain variance method
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PSO algorithm for Young's modulus reconstruction
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作者 陈敏 王楠 汤文成 《Journal of Southeast University(English Edition)》 EI CAS 2006年第2期208-212,共5页
To get the quantitive value of abnormal biological tissues, an inverse algorithm about the Young's modulus based on the boundary extraction and the image registration technologies is proposed. With the known displace... To get the quantitive value of abnormal biological tissues, an inverse algorithm about the Young's modulus based on the boundary extraction and the image registration technologies is proposed. With the known displacements of boundary tissues and the force distribution, the Young's modulus is calculated by constructing the unit system and the inverse finite element method (IFEM). Then a tough range of the modulus for the whole tissue is estimated referring the value obtained before. The improved particle swarm optimizer (PSO) method is adopted to calculate the whole Yong's modulus distribution. The presented algorithm overcomes some limitations in other Young's modulus reconstruction methods and relaxes the displacements and force boundary condition requirements. The repetitious numerical simulation shows that errors in boundary displacement are not very sensitive to the estimation of next process; a final feasible solution is obtained by the improved PSO method which is close to the theoretical values obtained during searching in an extensive range. 展开更多
关键词 Young's modulus inverse finite element method particle swarm optimizer
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Numerical Study on the Effects of Equi-biaxial Residual Stress on Mechanical Properties of Nickel Film by Means of Nanoindentation 被引量:5
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作者 Lizeng Ling,Shiguo Long,Zengsheng Ma and Xu Liang Key Laboratory of Low Dimensional Materials and Application Technology of Ministry of Education,and Faculty of Materials,Optoelectronics and Physics,Xiangtan University,Xiangtan 411105,China 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2010年第11期1001-1005,共5页
In this paper,mechanical properties of Nickel film under residual stress have been systematically examined by finite element method in nanoindentation.It was found that load-displacement curves shifted under elastic r... In this paper,mechanical properties of Nickel film under residual stress have been systematically examined by finite element method in nanoindentation.It was found that load-displacement curves shifted under elastic residual stress and residual stress exceeded the yield stress for fixed indentation depth.Indentation profiles changed monotonously with compressive and tensile stresses at peak force which determinates contact area observed directly by finite element modeling (FEM).The elastic residual stress has an effect slightly on the hardness but residual stress exceeded the yield stress shows a remarkable effect in nickel film.The hardness increased when residual stress exceeded the yield stress increased under tensile and compressive stress applied to specimen.The relationship between residual stress and hardness was linear.It was found that residual stresses didn't affect elastic modulus whether elastic residual stress or plastic stress was applied to specimen. 展开更多
关键词 Residual stress HARDNESS Elastic modulus Indentation profile finite element method
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Relationship between rectification moment and angle of shield based on numerical simulation 被引量:12
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作者 孙伟 岳明 魏建 《Journal of Central South University》 SCIE EI CAS 2012年第2期517-521,共5页
The finite element method is used to simulate the rectification process of shield machine, to study the relationship between rectification moment and angle and to explore the influence laws of different soil parameter... The finite element method is used to simulate the rectification process of shield machine, to study the relationship between rectification moment and angle and to explore the influence laws of different soil parameters and buried depth on rectification moment. It is hoped that the reference value of rectification moment can be offered to operator, and theoretical foundation can be laid for future automatic rectification technology. The results show that the rectification moment and angle generally exhibit good linear behavior in clay layers with different soil parameters or buried depths, and then the concept of rectification coefficient, that is, the ratio of rectification angle to rectification moment, is proposed; different soil parameters and buried depths have different influences on rectification coefficient, in which elastic modulus has great influence but others have little influences; the simulations of rectification process are preformed in clay layers with different elastic modulus, and fitting results show that elastic modulus and rectification coefficient present the quadratic function relation. 展开更多
关键词 finite element method rectification moment rectification angle elastic modulus
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Superconvergence Analysis of Splitting Positive Definite Nonconforming Mixed Finite Element Method for Pseudo-hyperbolic Equations 被引量:7
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作者 Dong-yang SHI Qi-li TANG 《Acta Mathematicae Applicatae Sinica》 SCIE CSCD 2013年第4期843-854,共12页
In this paper, a new splitting positive definite nonconforming mixed finite element method is proposed for pseudo-hyperbolic equations, in which a quasi-Wilson quadrilateral element is used for the flux p, and the bil... In this paper, a new splitting positive definite nonconforming mixed finite element method is proposed for pseudo-hyperbolic equations, in which a quasi-Wilson quadrilateral element is used for the flux p, and the bilinear element is used for u. Superconvergence results in ||·||div,h norm for p and optimal error estimates in L2 norm for u are derived for both semi-discrete and fully discrete schemes under almost uniform meshes. 展开更多
关键词 pseudo-hyperbolic equations splitting positive definite nonconforming mixed finite element method superclose SUPERCONVERGENCE
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Efficient algorithm for 3D bimodulus structures 被引量:6
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作者 Qinxue Pan Jianlong Zheng Pihua Wen 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2020年第1期143-159,共17页
The bimodulus material is a classical model to describe the elastic behavior of materials with tension-compression asymmetry.Due to the inherently nonlinear properties of bimodular materials,traditional iteration meth... The bimodulus material is a classical model to describe the elastic behavior of materials with tension-compression asymmetry.Due to the inherently nonlinear properties of bimodular materials,traditional iteration methods suffer from low convergence efficiency and poor adaptability for large-scale structures in engineering.In this paper,a novel 3D algorithm is established by complementing the three shear moduli of the constitutive equation in principal stress coordinates.In contrast to the existing 3D shear modulus constructed based on experience,in this paper the shear modulus is derived theoretically through a limit process.Then,a theoretically self-consistent complemented algorithm is established and implemented in ABAQUS via UMAT;its good stability and convergence efficiency are verified by using benchmark examples.Numerical analysis shows that the calculation error for bimodulus structures using the traditional linear elastic theory is large,which is not in line with reality. 展开更多
关键词 Elastic theory Bimodulus material 3D complemented algorithm finite element method Generalized elastic law General 3D shear modulus
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Three-dimensional numerical simulation on the coseismic deformation of the 2008 M_S8.0 Wenchuan earthquake in China 被引量:2
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作者 Feng Li Jinshui Huang 《Earthquake Science》 CSCD 2010年第2期191-200,共10页
Based on the finite element numerical algorithm, the coseismic displacements of the Wenchuan Ms8.0 earthquake are calculated with the rupture slip vectors derived by Ji and Hayes as well as Nishimura and Yaji. Except ... Based on the finite element numerical algorithm, the coseismic displacements of the Wenchuan Ms8.0 earthquake are calculated with the rupture slip vectors derived by Ji and Hayes as well as Nishimura and Yaji. Except in a narrow strip around the rupture zone, the coseismic displacements are consistent with those from GPS observation and InSAR interpretation. Numerical results show that rupture slip vectors and elastic properties have profound influences on the surface coseismic deformation, Results from models with different elastic parameters indicate that: (1) in homogeneous elastic medium, the surface displacements are weakly dependent on Poisson's ratio and independent of the elastic modulus; (2) in horizontally homogeneous medium with a weak zone at its middle, the thickness of the weak zone plays a significant role on calculating the surface displacements; (3) in horizontally and vertically heterogeneous medium, the surface displacements depend on both Poisson's ratio and elastic modulus. Calculations of eoseismic deformation should take account of the spatial variation of the elastic properties. The misfit of the numerical results with that from the GPS observations in the narrow strip around the rupture zone suggests that a much more complicated rupture model of the Wenchuan earthquake needs to be established in future study. 展开更多
关键词 coseismic deformation Wenchuan earthquake finite element method elastic modulus
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A Reverse Numerical Approach to Determine Elastic-plastic Properties of Multi-layer Material Systems with Flat Cylindrical Indenters 被引量:1
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作者 Baoxing XU Zhufeng YUE 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2007年第5期707-712,共6页
In the present study, the indentation testing with a flat cylindrical indenter on typical multi-layer material systems was simulated successfully by finite element method. The emphasis was put on the methods of extrac... In the present study, the indentation testing with a flat cylindrical indenter on typical multi-layer material systems was simulated successfully by finite element method. The emphasis was put on the methods of extracting the yield stresses and strain-hardening modulus of upper and middle-layers of three-layer material systems from the indentation testing. The slope of the indentation depth to the applied indentation stress curve was found to have a turning point, which can be used to determine the yield stress of the upper-layer. Then, a different method was also presented to determine the yield stress of the middle-layer. This method was based on a set of assumed applied indentation stresses which were to be intersected by the experimental results in order to meet the requirement of having the experimental indentation depth. At last, a reverse numerical algorithm was explored to determine the yield stresses of upper and middle-layers simultaneously by using the indentation testing with two different size indenters. This method assumed two ranges of yield stresses to simulate the indentation behavior. The experimental depth behavior was used to intersect the simulated indentation behavior. And the intersection corresponded to the values of yield stresses of upper and middle-layers. This method was also used further to determine the strain-hardening modulus of upper and middle-layers simultaneously. 展开更多
关键词 Multi-layer material systems Indentation testing finite element method (FEM) Yield stress Strain-hardening modulus
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Elastic property determination of nanostructured W/Cu multilayer films on a flexible substrate 被引量:1
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作者 Wei He Meidong Han +3 位作者 Shibin Wang Philippe Goudeau Eric Le Bourhis Pierre Olivier Renault 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2019年第6期1210-1216,共7页
An experimental method for a single layer is extended to determine the elastic properties of nanostructured W/C u multilayers on a flexible substrate.The strain difference between the W/Cu-polyimide-W/Cu composite and... An experimental method for a single layer is extended to determine the elastic properties of nanostructured W/C u multilayers on a flexible substrate.The strain difference between the W/Cu-polyimide-W/Cu composite and the uncoated substrate,measured by dual digital image correlation,allows us to extract the effective Young's modulus of W/Cu multilayers(20 periods)equaling 216±13 GPa.Finite element method is then performed,which agrees well with the experiment and classical rule of mixture(ROM)theory demonstrating that the extension to multilayers is effective and reliable.The numerical analysis also interestingly shows that the strain difference is linearly related to the thickness ratio(W/Cu),periods and sublayer thickness,respectively.In contrast to ROM theory,this approach could potentially be used for the evaluation of properties and design of emerging/unknown functional multilayers,whether or not they are crystalline or amorphous. 展开更多
关键词 Nanostructured multilayers Young's modulus Dual digital image correlation finite element method
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The dimension split element-free Galerkin method for three-dimensional potential problems 被引量:4
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作者 Z.J.Meng H.Cheng +1 位作者 L.D.Ma Y.M.Cheng 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2018年第3期462-474,共13页
This paper presents the dimension split element-free Galerkin (DSEFG) method for three-dimensional potential problems, and the corresponding formulae are obtained. The main idea of the DSEFG method is that a three-d... This paper presents the dimension split element-free Galerkin (DSEFG) method for three-dimensional potential problems, and the corresponding formulae are obtained. The main idea of the DSEFG method is that a three-dimensional potential problem can be transformed into a series of two-dimensional problems. For these two-dimensional problems, the improved moving least-squares (IMLS) approximation is applied to construct the shape function, which uses an orthogonal function system with a weight function as the basis functions. The Galerkin weak form is applied to obtain a discretized system equation, and the penalty method is employed to impose the essential boundary condition. The finite difference method is selected in the splitting direction. For the purposes of demonstration, some selected numerical examples are solved using the DSEFG method. The convergence study and error analysis of the DSEFG method are presented. The numerical examples show that the DSEFG method has greater computational precision and computational efficiency than the IEFG method. 展开更多
关键词 Dimension split method Improved moving least-squares (IMLS) approximation Improved element-free Galerkin (IEFG) method finite difference method (FDM) Dimension split element-free Galerkin (DSEFG) method Potential problem
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Approach to minish scattering of results for split Hopkinson pressure bar test 被引量:1
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作者 李夕兵 周子龙 赵阳升 《Journal of Central South University of Technology》 EI 2007年第3期404-407,共4页
Split Hopkinson pressure bar(SHPB) apparatus, usually used for testing behavior of material in median and high strain-rate, is now widely used in the study of rock dynamic constitutive relation, damage evolvement me... Split Hopkinson pressure bar(SHPB) apparatus, usually used for testing behavior of material in median and high strain-rate, is now widely used in the study of rock dynamic constitutive relation, damage evolvement mechanism and energy consumption. However, the possible reasons of sampling disturbance, machining error and so on often lead to the scattering of test results, and bring ultimate difficulty for forming general test conclusion. Based on the stochastic finite element method, the uncertain parameters of specimen density ps, specimen radius Rs, specimen elastic modulus Es and specimen length Ls in the data processing of SHPB test were considered, and the correlation between the parameters and the test results was analyzed. The results show that the specimen radius Rs has direct correlation with the test result, improving the accuracy in preparing and measuring of specimen is an effective way to improve the accuracy of test and minish the scattering of results for SHPB test. 展开更多
关键词 split Hopkinson pressure bar test data scattering stochastic finite element method(SFEM)
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FINITE ELEMENT ANALYSIS ON EVOLUTION PROCESS FOR DAMAGE MICROCRACK HEALING
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作者 黄佩珍 李中华 孙军 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2000年第3期254-263,共10页
Based on the thermal kinetic and mass conservation, a series of controlling equations for the finite element are derived and related programs are developed to simulate the damage microcrack healing process controlled ... Based on the thermal kinetic and mass conservation, a series of controlling equations for the finite element are derived and related programs are developed to simulate the damage microcrack healing process controlled by surface diffusion. Two kinds of typical models for microcrack splitting are proposed, i.e., the grain boundary energy existing on the crack surface and residual stresses applying on the crack surface. And the conditions of microcrack splitting in the two models are given as a function of the microcrack aspect ratio. The microcrack with traction-free surfaces will directly evolve into a spheroid. 展开更多
关键词 MICROCRACK damage healing microcrack splitting and spheroidization surface diffusion finite element method
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Size-Dependent Analysis of Strain Energy Release Rate of Buckling Delamination Based on the Modified Couple Stress Theory
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作者 Siyu He Feixiang Tang +3 位作者 Xiuming Liu Zhongjie Gao Fang Dong Sheng Liu 《Acta Mechanica Solida Sinica》 CSCD 2024年第6期989-1002,共14页
In micro-electro-mechanical systems,interface expansion issues are commonly encountered,and due to their small size,they often exist at the micro-or nano-scale.The influence of the micro-structural effect on interface... In micro-electro-mechanical systems,interface expansion issues are commonly encountered,and due to their small size,they often exist at the micro-or nano-scale.The influence of the micro-structural effect on interface mechanics cannot be ignored.This paper focuses on studying the impact of micro-structural effect on interface crack propagation.Modified couple stress theory(MCST)is used to study the buckling delamination of ultra-thin film-substrate systems.The equivalent elastic modulus(EEM)and equivalent flexural rigidity(EFR)are derived based on MCST.Substituting EEM and EFR into the classical Kirchhoff plate theory,the governing equations of ultra-thin film-substrate system with micro-structural effect can be obtained.The finite element method(FEM)was used to calculate the critical strain energy release rate for crack extension.Differences between the three theoretical approaches of MCST,classical theory(CT),and FEM were compared.The effects of stress ratioσ/σ_(c),initial crack length,film thickness,and micro-structural effect parameters on crack extension were analyzed.The results show that the FEM calculations coincide with the CT calculations.The stress ratioσ/σ_(c),initial crack length,film thickness,and micro-structural effect parameters have significantly influence crack extension. 展开更多
关键词 Modified couple stress theory Equivalent elastic modulus Film-substrate system Micro-structural effect Critical strain energy release rate finite element method
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渑淅高速丹江小三峡特大桥设计
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作者 刘伟 李杰 +2 位作者 罗军 刘宁波 冯冠杰 《桥梁建设》 北大核心 2025年第5期144-150,共7页
渑淅高速丹江小三峡特大桥采用主跨536 m的不对称小边中跨比分离式混合梁斜拉桥,半飘浮体系。桥塔采用独柱混凝土塔,呈独特的“宝剑”造型。中跨主梁采用高3.5 m的分离式流线型钢箱梁,边跨主梁采用与钢箱梁外轮廓一致的分离式流线型预... 渑淅高速丹江小三峡特大桥采用主跨536 m的不对称小边中跨比分离式混合梁斜拉桥,半飘浮体系。桥塔采用独柱混凝土塔,呈独特的“宝剑”造型。中跨主梁采用高3.5 m的分离式流线型钢箱梁,边跨主梁采用与钢箱梁外轮廓一致的分离式流线型预应力混凝土箱梁,钢-混结合段采用有格室后承压板形式。基础采用混凝土承台+嵌岩桩基础。斜拉索为双索面扇形布置,采用Φ7 mm标准抗拉强度2 000 MPa镀锌铝合金平行钢丝。大桥主墩、辅助墩桩基采用2.5 m大直径集束式气动潜孔锤一次性成孔,配合旋挖钻进行清水钻进施工;桥塔采用液压爬模施工;混凝土箱梁采用支架现浇,钢箱梁采用缆索吊装施工。采用ALGOR软件建立大桥精细有限元模型进行成桥状态结构计算,结果表明:该桥结构受力性能满足规范要求,结构设计合理。 展开更多
关键词 斜拉桥 混合梁 分离式箱梁 独柱桥塔 缆索吊装施工 有限元法 桥梁设计
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冲击荷载下含铜矿岩能量耗散的数值模拟 被引量:1
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作者 左庭 李祥龙 +5 位作者 王建国 胡启文 陶子豪 胡涛 章彬彬 宋家旺 《爆炸与冲击》 北大核心 2025年第5期74-87,共14页
为了研究冲击荷载作用下含铜矿岩的破碎块度与能量耗散关系,借助分离式霍普金森压杆试验装置,分析不同冲击荷载下含铜凝灰岩的力学特性及能量传递规律,结合分形理论构建耗散能与矿岩破碎块度之间的关系;同时,基于有限离散元方法(finite ... 为了研究冲击荷载作用下含铜矿岩的破碎块度与能量耗散关系,借助分离式霍普金森压杆试验装置,分析不同冲击荷载下含铜凝灰岩的力学特性及能量传递规律,结合分形理论构建耗散能与矿岩破碎块度之间的关系;同时,基于有限离散元方法(finite discrete element method,FDEM)模拟矿岩的裂纹扩展行为。结果表明:随着入射能的增加,透射能、耗散能、反射能三者的能量分布规律基本保持一致,即透射能、耗散能、反射能依次减小;根据耗散能的不同,碎石块度分布也呈现出明显的差异性。当耗散能由19.52 J增加至105.72 J时,矿岩的平均块度从27.98 mm降低至16.94 mm,分形维数提升了26.43%,表明耗散能越高,矿岩的宏观破碎程度越剧烈,破碎块度的数目越多,碎块粒径越小,均匀性越好;随着冲击荷载的增大,裂纹起裂时间缩短,拉伸裂纹数量占总裂纹数量的比重提高。FDEM数值计算方法的应用可为深入解析岩石断裂破坏特性提供新的思路。 展开更多
关键词 分离式霍普金森压杆 含铜矿岩 破碎块度 分形维数 能量耗散 有限离散元
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