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压电集成石墨烯增强功能梯度多孔板的等几何建模与分析
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作者 刘庆运 刘康仁 +1 位作者 张红一 刘涛 《振动与冲击》 EI CSCD 北大核心 2024年第2期280-290,共11页
基于等几何分析方法和一种仅含有4自由度的简化一阶剪切变形理论(simple first-order shear deformation theory,S-FSDT)建立了压电集成石墨烯增强功能梯度多孔(piezoelectric integrated graphene platelets reinforced functionally g... 基于等几何分析方法和一种仅含有4自由度的简化一阶剪切变形理论(simple first-order shear deformation theory,S-FSDT)建立了压电集成石墨烯增强功能梯度多孔(piezoelectric integrated graphene platelets reinforced functionally graded porous,P-GPLs-FGP)板的数值分析模型。利用Halpin-Tsai微观力学模型、闭胞体高斯随机场理论和混合定律得到了石墨烯增强功能梯度多孔板的有效材料属性;基于等几何分析方法、S-FSDT和哈密顿原理推导了P-GPLs-FGP板的运动控制方程,并通过与已有算例对比验证了模型的准确性和有效性;利用所建模型分析了孔隙分布形式、孔隙系数、石墨烯分布形式、石墨烯质量分数、边界条件和宽厚比对P-GPLs-FGP板固有频率和机-电载荷作用下静态弯曲响应的影响。研究结果表明:板的刚度与孔隙系数成反比,而在基体材料中添加少量的石墨烯可以有效地增强结构的刚度;与其他组合形式相比,板的刚度在孔隙PD-S分布和石墨烯GPL-S分布时最大。 展开更多
关键词 等几何分析 简化一阶剪切变形理论(s-fsdt) 压电 石墨烯 功能梯度多孔板
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MECHANICAL BEHAVIOR OF AMORPHOUS POLYMERS IN SHEAR
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作者 张赟 黄筑平 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2004年第10期1089-1099,共11页
Based on the non-equilibrium thermodynamic theory, a new thermo-viscoelastic constitutive model for an incompressible material is proposed. This model can be considered as a kind of generalization of the non-Gaussian ... Based on the non-equilibrium thermodynamic theory, a new thermo-viscoelastic constitutive model for an incompressible material is proposed. This model can be considered as a kind of generalization of the non-Gaussian network theory in rubber elasticity to include the viscous and the thermal effects. A set of second rank tensorial internal variables was introduced, and in order to adequately describe the evolution of these internal variables, a new expression of the Helmholtz free energy was suggested. The mechanical behavior of the thermo-viscoelastic material under simple shear deformation was studied, and the “viscous dissipation induced” anisotropy due to the change of orientation distribution of molecular chains was examined. Influences of strain rate and thermal softening produced by the viscous dissipation on the shear stress were also discussed. Finally, the model predictions were compared with the experimental results performed by G'Sell et al., thus the validity of the proposed model is verified. 展开更多
关键词 thermo-viscoelastic constitutive theory non-Gaussian network model finite deformation simple shear deformation non-equilibrium thermodynamics
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主动与被动状态下墙体侧向位移近似计算
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作者 谢涛 罗强 +2 位作者 张良 连继峰 于曰明 《岩土力学》 EI CAS CSCD 北大核心 2018年第5期1682-1690,共9页
极限状态下墙体侧向位移对土压力计算和支挡结构设计影响显著。根据Rankine变形体和Coulomb刚塑体模型,将墙后土体变形分别当作单剪和直剪试验中试样的剪切过程,以达到极限剪切变形(剪应变或单位长度剪切位移)作为进入主被动状态标准,... 极限状态下墙体侧向位移对土压力计算和支挡结构设计影响显著。根据Rankine变形体和Coulomb刚塑体模型,将墙后土体变形分别当作单剪和直剪试验中试样的剪切过程,以达到极限剪切变形(剪应变或单位长度剪切位移)作为进入主被动状态标准,构建了土体变形与墙体位移的几何关系,提出了反映土体变形与强度特性,同时考虑静止时初始应力状态影响的墙体极限侧向位移近似计算模型。分析表明:土体极限剪切变形、滑移区范围、初始应力状态是影响墙体极限位移的核心要素,其中极限剪切变形占据主导作用,是导致不同颗粒组成及密实程度土体进入极限状态所需墙体位移差异显著的主要原因,而主被动区范围不同和因静止土压力系数k_0<1引起的初始剪切变形,则是被动状态墙体位移远大于主动的关键因素;算例中主动与被动状态下墙体位移与墙高之比分别介于0.5‰~13.2‰和-0.4%~-5.2%,且主动状态下细粒土墙体位移大于粗粒土,计算结果与工程经验及相关文献模型试验基本一致。 展开更多
关键词 主动与被动状态 墙体侧向位移 Rankine与Coulomb理论 土体极限剪切变形 单剪与直剪试验
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剪切变形下非晶态高聚物的力学行为 被引量:4
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作者 张赟 黄筑平 《应用数学和力学》 EI CSCD 北大核心 2004年第10期997-1006,共10页
 基于非平衡态热力学理论,提出了一个适用于不可压材料的新的热粘弹性本构模型· 该模型将橡胶弹性理论中的非高斯分子网络模型推广到计及粘性和热效应的情形· 通过引入一组二阶张量形式的内变量,建议了一个新的Helmholtz...  基于非平衡态热力学理论,提出了一个适用于不可压材料的新的热粘弹性本构模型· 该模型将橡胶弹性理论中的非高斯分子网络模型推广到计及粘性和热效应的情形· 通过引入一组二阶张量形式的内变量,建议了一个新的Helmholtz自由能表达式,从而可以用来合理描述内变量的演化规律· 根据以上模型,重点研究了热粘弹性材料在简单剪切变形下的力学行为,考察了由于分子链取向分布的变化而产生的"粘性耗散诱导"各向异性。 展开更多
关键词 热粘弹性本构理论 非高斯分子网络模型 有限变形 简单剪切变形 非平衡态热力学
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Application of the quadrilateral area coordinate method:a new element for laminated composite plate bending problems 被引量:6
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作者 Song Cen Xiangrong Fu +2 位作者 Yuqiu Long Hongguang Li Zhenhan Yao 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2007年第5期561-575,共15页
Recently, some new quadrilateral finite elements were successfully developed by the Quadrilateral Area Coordinate (QAC) method. Compared with those traditional models using isoparametric coordinates, these new model... Recently, some new quadrilateral finite elements were successfully developed by the Quadrilateral Area Coordinate (QAC) method. Compared with those traditional models using isoparametric coordinates, these new models are less sensitive to mesh distortion. In this paper, a new displacement-based, 4-node 20-DOF (5-DOF per node) quadrilateral bending element based on the first-order shear deformation theory for analysis of arbitrary laminated composite plates is presented. Its bending part is based on the element AC-MQ4, a recent-developed high-performance Mindlin-Reissner plate element formulated by QAC method and the generalized conforming condition method; and its in-plane displacement fields are interpolated by bilinear shape functions in isoparametric coordinates. Furthermore, the hybrid post-rocessing procedure, which was firstly proposed by the authors, is employed again to improve the stress solutions, especially for the transverse shear stresses. The resulting element, denoted as AC-MQ4-LC, exhibits excellent performance in all linear static and dynamic numerical examples. It demonstrates again that the QAC method, the generalized conforming condition method, and the hybrid post-processing procedure are efficient tools for developing simple, effective and reliable finite element models. 展开更多
关键词 Quadrilateral Area Coordinate (QAC) Finite element Laminated composite plate first-order shear deformation theory (FSDT) Hybrid post-processing procedure
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Nonlinear dynamic analysis of moving bilayer plates resting on elastic foundations 被引量:3
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作者 M.ESMAEILZADEH M.KADKHODAYAN +1 位作者 S.MOHAMMADI G.J.TURVEY 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2020年第3期439-458,共20页
The aim of this study is to investigate the dynamic response of axially moving two-layer laminated plates on the Winkler and Pasternak foundations. The upper and lower layers are formed from a bidirectional functional... The aim of this study is to investigate the dynamic response of axially moving two-layer laminated plates on the Winkler and Pasternak foundations. The upper and lower layers are formed from a bidirectional functionally graded(FG) layer and a graphene platelet(GPL) reinforced porous layer, respectively. Henceforth, the combined layers will be referred to as a two-dimensional(2D) FG/GPL plate. Two types of porosity and three graphene dispersion patterns, each of which is distributed through the plate thickness,are investigated. The mechanical properties of the closed-cell layers are used to define the variation of Poisson’s ratio and the relationship between the porosity coefficients and the mass density. For the GPL reinforced layer, the effective Young’s modulus is derived with the Halpin-Tsai micro-system model, and the rule of mixtures is used to calculate the effective mass density and Poisson’s ratio. The material of the upper 2D-FG layer is graded in two directions, and its effective mechanical properties are also derived with the rule of mixtures. The dynamic governing equations are derived with a first-order shear deformation theory(FSDT) and the von Kármán nonlinear theory. A combination of the dynamic relaxation(DR) and Newmark’s direct integration methods is used to solve the governing equations in both time and space. A parametric study is carried out to explore the effects of the porosity coefficients, porosity and GPL distributions, material gradients, damping ratios, boundary conditions, and elastic foundation stiffnesses on the plate response. It is shown that both the distributions of the porosity and graphene nanofillers significantly affect the dynamic behaviors of the plates. It is also shown that the reduction in the dynamic deflection of the bilayer composite plates is maximized when the porosity and GPL distributions are symmetric. 展开更多
关键词 moving laminated plate bidirectional functionally graded material(FGM) graphene nanoplatelet POROSITY first-order shear deformation theory(FSDT) Newmark’s integration method
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Free vibration and critical speed of moderately thick rotating laminated composite conical shell using generalized differential quadrature method 被引量:1
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作者 K.DANESHJOU M.TALEBITOOTI R.TALEBITOOTI 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2013年第4期437-456,共20页
The generalized differential quadrature method (GDQM) is employed to con- sider the free vibration and critical speed of moderately thick rotating laminated compos- ite conical shells with different boundary conditi... The generalized differential quadrature method (GDQM) is employed to con- sider the free vibration and critical speed of moderately thick rotating laminated compos- ite conical shells with different boundary conditions developed from the first-order shear deformation theory (FSDT). The equations of motion are obtained applying Hamilton's concept, which contain the influence of the centrifugal force, the Coriolis acceleration, and the preliminary hoop stress. In addition, the axial load is applied to the conical shell as a ratio of the global critical buckling load. The governing partial differential equations are given in the expressions of five components of displacement related to the points ly- ing on the reference surface of the shell. Afterward, the governing differential equations are converted into a group of algebraic equations by using the GDQM. The outcomes are achieved considering the effects of stacking sequences, thickness of the shell, rotating velocities, half-vertex cone angle, and boundary conditions. Furthermore, the outcomes indicate that the rate of the convergence of frequencies is swift, and the numerical tech- nique is superior stable. Three comparisons between the selected outcomes and those of other research are accomplished, and excellent agreement is achieved. 展开更多
关键词 generalized differential quadrature method (GDQM) natural frequency rotating conical shell first-order shear deformation theory (FSDT) critical speed
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GEOMETRIC ANALYSIS OF FINITE STRAIN TENSORS IN TECTONODEFORMATION MECHANICS
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作者 韩玉英 《Science China Chemistry》 SCIE EI CAS 1992年第1期102-116,共15页
According to the peculiarities of tectonodeformation this paper systematically researches the graphic method of finite strain theory in tectonomechanics, proposes a geometrical analytic method describing the strain st... According to the peculiarities of tectonodeformation this paper systematically researches the graphic method of finite strain theory in tectonomechanics, proposes a geometrical analytic method describing the strain state of a point with metric tensor, expounds and proves the structure of deformation gradient circle, and clearly illustrates the relations of various quantities in polar decomposition theory. Finally, a simple shear deformation which often occurs in tectonodeformation was calculated through various different methods in order to explain and to compare the peculiarities among various graphic methods of finite strain. 展开更多
关键词 deformation gradient metric TENSOR POLAR decomposition theory finite strain circle simple shear deformation.
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Free-Form Laminated Doubly-Curved Shells and Panels of Revolution Resting on Winkler-Pasternak Elastic Foundations: A 2-D GDQ Solution for Static and Free Vibration Analysis
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作者 Francesco Tornabene Alessandro Ceruti 《World Journal of Mechanics》 2013年第1期1-25,共25页
This work presents the static and dynamic analyses of laminated doubly-curved shells and panels of revolution resting on Winkler-Pasternak elastic foundations using the Generalized Differential Quadrature (GDQ) method... This work presents the static and dynamic analyses of laminated doubly-curved shells and panels of revolution resting on Winkler-Pasternak elastic foundations using the Generalized Differential Quadrature (GDQ) method. The analyses are worked out considering the First-order Shear Deformation Theory (FSDT) for the above mentioned moderately thick structural elements. The effect of the shell curvatures is included from the beginning of the theory formulation in the kinematic model. The solutions are given in terms of generalized displacement components of points lying on the middle surface of the shell. Simple Rational Bézier curves are used to define the meridian curve of the revolution structures. The discretization of the system by means of the GDQ technique leads to a standard linear problem for the static analysis and to a standard linear eigenvalue problem for the dynamic analysis. Comparisons between the present formulation and the Reissner-Mindlin theory are presented. Furthermore, GDQ results are compared with those obtained by using commercial programs. Very good agreement is observed. Finally, new results are presented in order to investtigate the effects of the Winkler modulus, the Pasternak modulus and the inertia of the elastic foundation on the behavior of laminated shells of revolution. 展开更多
关键词 Doubly-Curved SHELLS of REVOLUTION Rational BÉZIER Curves LAMINATED Composite SHELLS Winkler-Pasternak Foundation first-order shear deformation theory Generalized Differential Quadrature Method
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Free vibration analysis of laminated FG-CNT reinforced composite beams using finite element method 被引量:1
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作者 T.VO-DUY V.HO-HUU T.NGUYEN-THOI 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2019年第2期324-336,共13页
In the present study, the free vibration of laminated functionally graded carbon nanotube reinforced composite beams is analyzed. The laminated beam is made of perfectly bonded carbon nanotubes reinforced composite (C... In the present study, the free vibration of laminated functionally graded carbon nanotube reinforced composite beams is analyzed. The laminated beam is made of perfectly bonded carbon nanotubes reinforced composite (CNTRC) layers. In each layer, single-walled carbon nanotubes are assumed to be unifonnly distributed (UD) or functionally graded (FG) distributed along the thickness direction. Effective material properties of the two-phase composites, a mixture of carbon nanotubes (CNTs) and an isotropic polymer, are calculated using the extended nile of mixture. The first-order shear deformation theory is used to formulate a governing equation for predicting free vibration of laminated functionally graded carbon nanotubes reinforced composite (FG?CNTRC) beams. The governing equation is solved by the finite element method with various boundary conditions. Several numerical tests are perfbnned to investigate the influence of the CNTs volume fractions, CNTs distributions, CNTs orientation angles, boundary conditions, length-to-thickness ratios and the numbers of layers on the frequencies of the laminated FG-CNTRC beams. Moreover, a laminated composite beam combined by various distribution types of CNTs is also studied. 展开更多
关键词 free vibration analysis LAMINATED FG-CNTRC beam FINITE element method first-order shear deformation theory composite material
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