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关于非线性弹性体的屈曲和屈曲后分析
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作者 曹光中 《华东工学院学报》 CSCD 1990年第4期83-86,共4页
本文概述多年来笔者及其合作者在非线性弹性稳定性研究中所取得的一系列主要结果。
关键词 非线性弹性体 弹性屈曲 有限变形
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具有非线性应力应变关系的弹性体的广义变分原理
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作者 计伊周 汤安民 《陕西机械学院学报》 1989年第3期273-276,285,共4页
讨论了具有非线性应力应变关系的弹性体的广义变分原理,并用拉格朗日乘子法导出了具有三类独立变量的广义变分原理。
关键词 变分原理 非线性 非线性弹性体
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悬臂黏弹性体夹层梁的非线性随机振动抑制性能分析
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作者 张巍 应祖光 张四康 《噪声与振动控制》 CSCD 2017年第5期18-22,49,共6页
悬臂黏弹性夹层梁的随机振动抑制是一个重要的实际问题。采用性能可控黏弹性体的夹层梁具有无需改变结构设计的可优化性与对于较宽频带激励的适应性。关于两端约束可控黏弹性夹层梁的线性振动已有一定研究,而非线性振动仍有待于进一步... 悬臂黏弹性夹层梁的随机振动抑制是一个重要的实际问题。采用性能可控黏弹性体的夹层梁具有无需改变结构设计的可优化性与对于较宽频带激励的适应性。关于两端约束可控黏弹性夹层梁的线性振动已有一定研究,而非线性振动仍有待于进一步讨论。悬臂黏弹性夹层梁高阶模态的求解是一个较为复杂的问题。高斯宽带随机激励下黏弹性夹层梁的非线性多模态耦合振动分析是一个较为困难的问题。考虑黏弹性体的物理非线性,首次建立悬臂黏弹性夹层梁的非线性运动微分方程,确定振动模态,根据伽辽金法将该方程离散化为多模态耦合的非线性振动方程;对于高斯平稳随机激励,运用统计线性化法推导等价拟线性系统,计算系统的随机响应,得到悬臂黏弹性夹层梁非线性随机振动的均方位移,及等价的频响函数和功率谱;通过数值分析结果说明,悬臂黏弹性夹层梁对非线性随机振动具有有效的抑制性能。 展开更多
关键词 振动与波 随机振动 悬臂梁 非线性弹性体 高斯平稳激励 均方根响应
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波流作用下底泥输移的非线性粘弹性体模型 被引量:5
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作者 练继建 赵子丹 张庆河 《科学通报》 EI CAS CSCD 北大核心 1999年第4期445-448,共4页
河口海岸环境中的淤泥在风浪、潮流作用下的输移 ,对港口航道淤积和污染物扩散有重要影响 .通过研究淤泥的流变特性 ,提出了非线性粘弹性模型 ,建立了波流共同作用下底泥输移计算的理论方法 ,并考虑了波浪不规则特征的影响 。
关键词 不规则波 水流 底泥输移 非线性弹性体 波浪
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考虑蠕变损伤作用的高山草甸区路基冻胀特性——以贡觉至芒康公路为例 被引量:3
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作者 魏进 姚伟伟 +1 位作者 肖随明 石发进 《科学技术与工程》 北大核心 2020年第13期5369-5376,共8页
冻胀融沉现象是高山草甸区路基的主要病害,是急需解决的重要问题。对于季冻区路基,蠕变作用使得路基冻胀变形更加复杂,因此,建立一种考虑蠕变损伤作用的冻土数学模型尤为重要。将冻土视为非线性弹性体,考虑冻土体蠕变损伤作用,分别从水... 冻胀融沉现象是高山草甸区路基的主要病害,是急需解决的重要问题。对于季冻区路基,蠕变作用使得路基冻胀变形更加复杂,因此,建立一种考虑蠕变损伤作用的冻土数学模型尤为重要。将冻土视为非线性弹性体,考虑冻土体蠕变损伤作用,分别从水分场、温度场、应力场角度,基于各物理场的微分控制方程式及其之间的联系方程,建立冻土在三场耦合下的数学模型。基于该数学模型对高山草甸区路基进行数值计算。研究发现,路基的最大冻深位置在路基表面以下1.2 m处,冻结锋面推移最大深度达到距离路基顶端以下0.6 m处;在左右路基顶角、新旧路基填土交界处及坡脚拐点处易出现应力集中;最大水平位移约为6.44 mm,最大竖向位移约为15.8 mm,大致出现在两侧坡面与路基顶面交界角处,应重点加强两侧坡面及路基顶面交界角处的防冻胀处置措施。 展开更多
关键词 道路工程 季节性冻土 有限元 冻胀 非线性弹性体 三场耦合
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高径比对砂岩能量积聚与耗散试验及分析方法 被引量:13
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作者 赵光明 刘之喜 +3 位作者 孟祥瑞 张若飞 考四明 戚敏杰 《煤炭学报》 EI CAS CSCD 北大核心 2022年第3期1110-1121,共12页
为了探究高径比对岩石能量积聚与耗散的影响,利用RMT-150B岩石力学测试系统对同直径不同长度的砂岩试件进行了单轴压缩试验、单轴循环加卸载试验以及单轴分级加卸载试验。对比砂岩单轴压缩与单轴循环加卸载曲线发现,单轴压缩曲线近似为... 为了探究高径比对岩石能量积聚与耗散的影响,利用RMT-150B岩石力学测试系统对同直径不同长度的砂岩试件进行了单轴压缩试验、单轴循环加卸载试验以及单轴分级加卸载试验。对比砂岩单轴压缩与单轴循环加卸载曲线发现,单轴压缩曲线近似为单轴分级加卸载曲线的外包络线,并且由于“硬化”作用单轴分级加卸载强度略高于单轴压缩。通过砂岩单轴循环加卸载下力学特性分析发现随着循环次数增多,残余变形逐渐减小,直至某次循环无残余变形产生砂岩出现非线性伪弹性体特征,继续承受加卸载作用非线性伪弹性体特性消失,残余变形再次出现,因此可以将残余变形演化规律归纳为:存在较大残余变形—残余变形逐渐减小—无残余变形—再次出现残余变形。基于砂岩弹性能的演化分析发现循环次数对弹性能的影响较小,即疲劳损伤对砂岩的弹性能影响较小,则可以假定单轴分级加卸载各卸载点的荷载与单轴压缩试验的荷载相等时,两者的弹性能也相等。利用单轴分级加卸载试验各卸载点的弹性能与单轴循环加卸载首次加卸载弹性能进行比较,验证了假设的正确性。进一步对不同高径比(L/D)下砂岩的单轴压缩试验进行能量分析,发现砂岩的弹性能演化服从线性储能规律。基于砂岩的单轴分级加卸载试验结合线性储能规律对同尺寸的单轴压缩试验进行能量演化分析,为砂岩单轴压缩的能量分析提供了新思路。研究表明:当荷载相等时砂岩储存弹性能与高径比成正比,与储能极限成反比。将提出的试验法与传统能量分析方法(利用公式计算得到弹性能)进行比较,发现提出的方法精确度高。基于耗散能演化规律进一步对不同高径比下砂岩的损伤进行了分析,发现砂岩损伤曲线呈非线性演化,并且荷载相等时高径比越大砂岩损伤程度越高。破裂时砂岩内部积聚的弹性能转化成破裂面表面能和碎块动能,储能极限与高径比大小成反比,因此当L/D≥2.0时主要呈单方向的剪切破坏,L/D<2.0时岩石主要为相对复杂的双剪切或圆锥形破坏,并且进一步从能量角度对钻孔卸压进行了讨论。 展开更多
关键词 高径比 线性储能规律 弹性 耗散能 能量演化 非线性弹性体 循环加卸载
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Development of nonlinear cross-anisotropic model for sands based on state parameter
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作者 陈成 周正明 《Journal of Central South University》 SCIE EI CAS 2013年第7期1992-2000,共9页
Numerous experimental studies reveal that the mechanical and deformational behaviors of sands are dependent on the combined effect of void ratio and stress. To predict this complex behavior of sands, a hypo-elastic mo... Numerous experimental studies reveal that the mechanical and deformational behaviors of sands are dependent on the combined effect of void ratio and stress. To predict this complex behavior of sands, a hypo-elastic model is developed based on the cross-anisotropic elasticity model, which involves four parameters: bulk module, tangent Young's module, volume deformation coefficient and Poisson ratio. A parameter defined as virtual peak deviatoric stress dependent on state parameter is introduced into hyperbolic stress strain relationship to determine tangent Young's module. In addition, an existing fitting equation for isotropic compression curves and an existing dilatancy equation, which can consider the effect of state of sands, are employed to determine bulk module and volume deformation coefficient. Thirteen model constants are involved in the proposed model, the values of which are fixed for a sand over a wide range of initial void ratios and initial confining pressures. Well known experimental data for drained and undrained triaxial compression tests of Toyoura sand are successfully modeled. 展开更多
关键词 SAND state parameter strain work-softening nonlinear elasticity
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Nonlinear Waves in an Inhomogeneous Fluid Filled Elastic Tube
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作者 DUANWen-Shan 《Communications in Theoretical Physics》 SCIE CAS CSCD 2004年第1期115-118,共4页
In a thin-walled, homogeneous, straight, long, circular, and incompressible fluid filled elastic tube, small but finite long wavelength nonlinear waves can be describe by a KdV (Korteweg de Vries) equation, while the ... In a thin-walled, homogeneous, straight, long, circular, and incompressible fluid filled elastic tube, small but finite long wavelength nonlinear waves can be describe by a KdV (Korteweg de Vries) equation, while the carrier wave modulations are described by a nonlinear Schr?dinger equation (NLSE). However if the elastic tube is slowly inhomogeneous, then it is found, in this paper, that the carrier wave modulations are described by an NLSE-like equation. There are soliton-like solutions for them, but the stability and instability regions for this soliton-like waves will change, depending on what kind of inhomogeneity the tube has. 展开更多
关键词 nonlinear wave INHOMOGENEITY
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Nonlinear dynamic characteristics of magneto-rheological visco-elastomers 被引量:4
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作者 YING ZuGuang NI YiQing SAJJADI Masoud 《Science China(Technological Sciences)》 SCIE EI CAS 2013年第4期878-883,共6页
The smart magneto-rheological visco-elastomer (MRVE) has a promising application to vibration control.Its dynamic characteristics are described by complex moduli which are applicable to linear dynamics.However,experim... The smart magneto-rheological visco-elastomer (MRVE) has a promising application to vibration control.Its dynamic characteristics are described by complex moduli which are applicable to linear dynamics.However,experimental results show remarkable nonlinear relations between force and deformation for certain large deformations,and the nonlinear dynamic modeling needs to be developed.The present study focuses on the nonlinear dynamic characteristics of MRVE.The MRVE was fabricated and specimens were tested to show nonlinear mechanical properties and dynamic behaviors.The nonlinear effect induced by applied magnetic fields was investigated.A phenomenological model for the dynamic behaviors of MRVE was proposed to describe the nonlinear elasticity,linear damping and hysteretic effect,and the corresponding equivalent linear model in the frequency domain was also given for small deformations.The proposed model is applicable to the dynamics and control analysis of composite structures with MRVE. 展开更多
关键词 nonlinear hysteresis dynamic modeling magneto-rheological visco-elastomer complex stiffness
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Analytic approximation to nonlinear hydroelastic waves traveling in a thin elastic plate floating on a fluid 被引量:3
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作者 WANG Ping LU DongQiang 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2013年第11期2170-2177,共8页
An analytic approximation method known as the homotopy analysis method(HAM)is applied to study the nonlinear hydroelastic progressive waves traveling in an infinite elastic plate such as an ice sheet or a very large f... An analytic approximation method known as the homotopy analysis method(HAM)is applied to study the nonlinear hydroelastic progressive waves traveling in an infinite elastic plate such as an ice sheet or a very large floating structure(VLFS)on the surface of deep water.A convergent analytical series solution for the plate deflection is derived by choosing the optimal convergencecontrol parameter.Based on the analytical solution the efects of diferent parameters are considered.We find that the plate deflection becomes lower with an increasing Young’s modulus of the plate.The displacement tends to be flattened at the crest and be sharpened at the trough as the thickness of the plate increases,and the larger density of the plate also causes analogous results.Furthermore,it is shown that the hydroelastic response of the plate is greatly afected by the high-amplitude incident wave.The results obtained can help enrich our understanding of the nonlinear hydroelastic response of an ice sheet or a VLFS on the water surface. 展开更多
关键词 homotopy analysis method(HAM) nonlinear progressive waves elastic plate nonlinear hydroelastic response
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A REMARK ON FORMAL MODELS FOR NONLINEARLY ELASTIC MEMBRANE SHELLS
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作者 C. COLLARD Laboratoire d’Analyse Numerique, Tour n°55, Universite Pierre et Marie Curie, 4, place Jussieu, 75005 Paris, France. Laboratoire de Mathematiques Appliquees au Calcul Scientifique, Universite de Valenciennes et du Hainaut-Cambresis, Le Mont H 《Chinese Annals of Mathematics,Series B》 SCIE CSCD 2001年第3期307-324,共18页
This paper gives all the two-dimensional membrane models obtained from formal asymptotic analysis of the three-dimensional geometrically exact nonlinear model of a thin elastic shell made with a Saint Venant-Kirchhoff... This paper gives all the two-dimensional membrane models obtained from formal asymptotic analysis of the three-dimensional geometrically exact nonlinear model of a thin elastic shell made with a Saint Venant-Kirchhoff material. Therefore, the other models can be quoted as flexural nonlinear ones. The author also gives the formal equations solved by the associated stress tensor and points out that only one of those models leads, by linearization, to the "classical" linear limiting membrane model, whose justification has already been established by a convergence theorem. 展开更多
关键词 Nonlinear elastic shell Convergence theorem Asymptotic analysis
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