第七届全国固体力学青年学者学术研讨会报告综述

简要介绍了在哈尔滨工业大学召开的第七届全国固体力学青年学者学术研讨会的会议情况,概括总结了与会学者所做的学术报告内容,并就新时期固体力学的发展提出了一些思考和建议.     

第八届全国固体力学青年学者学术研讨会报告综述

简要介绍了在清华大学召开的第八届全国固体力学青年学者学术研讨会的会议情况,概括总结了与会专家和青年学者所做的学术报告内容,并就固体力学发展所面临的问题和挑战以及学科发展趋势提出了一些思考和建议.      

固体相变过程中的宏细观力学问题及其研究进展

固体相变过程中的力学问题是近年来国际上固体力学与材料科学交叉领域中的一个研究热点,本文就作者在从事与相变有关的力学研究中所涉及到的问题以及国内外进展作一简述和展望,以引起国内学者的关注。      

兰州大学力学学科人才培养与科学研究简介

历史沿革：兰州大学力学专业始建于1958年,是国内较早建立力学专业的学校之一。1981年,固体力学专业成为国家首批批准的硕士与博士学位授权点。1986年,力学学科独立建系;1999年固体力学专业被批准设立“长江学者奖励计划特聘教授”岗位,2003年工程力学硕士点被批准设立,     

会议消息

’９９全国固体力学学术会议由中国力学学会固体力学专业委员会主办,哈尔滨工业大学复合材料研究所承办的’９９全国固体力学学术会议（’９９ＮＣＳＭ）于１９９９年１月７日～９日在哈尔滨工业大学召开,出席本次会议的正式代表共有１００余人,部分力学界老一辈专家、学者应邀出席了会议并在大会上作了精彩的报告,其中包括黄克智院士,中国力学学会理事长白以龙院士,王光远院士,崔俊芝院士．中国工程院院士黄文虎主持了闭幕式的大会报告．本次学术会议共收到论文１０４篇,会议期间交流了８０篇,其中大会特邀报告１１篇（大会开幕式…     

四川大学力学学科简介

四川大学力学学科前身是1954年成立的成都工学院力学教研室。在康振黄、冯广占、陈君楷、宁交贤等老一批科学家与知名学者的带领下,力学学科得到了进一步的建设和发展。1978年恢复建立工程力学系,1986年获得固体力学博士学位授予权,1992年固体力学被评为四川省重点学科。1995年获准建立生物力学工程四川省重点实验室。特别是自2003年以来,以谢和平院士为学术带头人的中、     

第三届全国固体力学青年学者学术研讨会简介

由国家自然科学基金委员会数理科学部发起,国家自然科学基金委员会数理科学部和中国力学学会青年工作委员会主办的"第三届全国固体力学青年学者学术研讨会"于2008年5月23~26日在西安交通大学召开。      

第一届全国实验力学青年学者学术研讨会简介

由国家自然科学基金委员会数理科学部发起,国家自然科学基金委员会数理科学部和中国力学学会实验力学专业委员会主办的``第一届全国实验力学青年学者学术研讨会'于2010年10月29日至31日在北京西郊宾馆召开,清华大学谢惠民教授和冯雪副教授担任会议主席.全国实验力学青年学者学术研讨会是由国家自然科学基金委员会数理科学部和中国力学学会主办的系列会议之一,其宗旨是为40岁以下的从事实验力学的青年学者提供学术交流和合作的平台,深层次探讨实验力学发展的新趋势以及所面临的挑战性科学问题,促进青年学者成长, 为实验力学学科的未来发展提供人才队伍支撑.本届研讨会邀请了全国从事实验力学研究的青年学者35人,涵盖实验固体力学、实验流体力学、实验生物力学、冲击动力学实验、动力学与控制实验等多个领域,并特邀了两位著名的中青年科学家与会. 会议期间,各位代表分别介绍了他们近年来取得的代表性成果,并针对实验力学发展趋势及青年实验力学人才培养等问题开展了深入研讨.国家自然科学基金委数理科学部力学科学处詹世革研究员全程参加了会议.      

‘99全国固体力学学术会议税简介

１会议概况由中国力学学会固体力学专业委员会主办、哈尔滨工业大学复合材料研究所承办的‘９９全国固体力学学术会议（‘９９ＮＣＳＭ）于１９９９年１月７日～９日在哈尔滨工业大学召开。中科院力学所的王自强研究员和哈工大复合材料研究所的杜善义教授共同主持了会议．出席本次会议的正式代表共有１００余人,部分力学界老一辈专家、学者应邀出席了会议并在大会上作了精彩的报告,其中包括中科院院士、清华大学教授黄克智,中科院院士、中科院力学所研究员、中国力学学会理事长白以龙,中国工程院院士、哈尔滨建筑大学教授王光远,中国工…     

从国家自然科学基金的申请与资助看固体力学的发展

固体力学是整个力学学科中研究规模最大的分支学科,一直得到国家自然科学基金长期稳定的支持。本文对2001-2009年度力学科学处面上项目、青年科学基金和地区科学基金项目的申请和资助情况进行介绍,重点分析了固体力学学科基金申请和资助状况,展示了我国固体力学学科的发展现状,提出了促进固体力学学科发展的建议和措施。     

A method for overcoming the surface tension time step constraint in multiphase flows II

A method for overcoming the surface tension time step constraint is presented. The algorithm presented in this work is an improvement on the work presented by Sussman and Ohta (SIAM J Sci Comput 2009). In this work, the method of Sussman and Ohta is extended in order to treat problems with contact angle dynamics. Furthermore, this work presents a more efficient method for computing volume‐preserving motion by mean curvature than the method presented previously. The new method is tested on the following four 2D problems: (1) 3D axisymmetric (r?z) surface tension driven zero gravity droplet oscillation, (2) measurement of the magnitude of parasitic currents for a droplet on a substrate initialized in static equilibrium, (3) relaxation of a 2D droplet on a substrate to static shape, and (3) relaxation of a 2D bubble on a substrate to static shape. Copyright © 2011 John Wiley & Sons, Ltd.     

多跨连续长索在支座处存在滑移的非线性静力分析

提出了一种考虑悬索结构在中支座存在滑移时的非线性计算方法，推导出关于索元无应力长度发生变化时的滑移刚度公式，并进行了实例计算。计算结果表明，本文的方法正确，计算精度满足实际工程要求，并能使计算工作且大大减少，可供悬索结构设计、施工时参考。     

Modeling the thermoelastic–viscoplastic response of polycrystals using a continuum representation over the orientation space

Conventional methodologies towards polycrystal plasticity use an aggregate of single crystals and this choice of the aggregate affects the response of the polycrystal. In order to address this issue, a continuum approach is presented for the representation of polycrystals through an orientation distribution function over the orientation space. Additionally, a constitutive framework for thermoelastic–viscoplastic response of metals based on polycrystal plasticity is presented along with a coupled macro–micro, fully implicit Lagrangian finite element algorithm. Numerical examples that highlight the accuracy, performance and benefits of the proposed approach are presented.     

基于拓扑优化技术的集中力扩散结构设计

对于运载飞行器一类由多个部段装配而成的复杂结构, 外载荷往往被转化为多点集中载荷传递到结构某一部段, 为此, 结构上需要采取使集中力扩散的措施. 基于连续体拓扑优化, 以结构最小柔顺性为目标函数, 同时考虑设计域内材料用量约束和考查区域(承载结构)内力均匀性约束, 提出了集中力扩散结构优化设计的理论模型, 并给出了平面和三维两种不同的优化算例, 均得到了合理的优化设计结果. 最后, 针对运载火箭燃料贮箱短壳, 考虑工程实际的受力及约束情况, 给出了可行的概念性设计方案.      

复合材料断裂力学研究现状与趋势

本文扼要地评述了复合材料断裂力学,重点是唯象断裂力学理论、模型与准则.讨论了各类断裂准则对复合材料的适用性.对复合材料断裂力学的发展现状与存在问题作了若干评论.最后对这一学科的发展趋势提出几点浅见.      

静电力平衡式微型硅加速度计方案分析

静电力平衡式微型硅加速度计是一种新型加速度计。本文对这种加速度计的３种典型方案进行了分析，导出静电力（力矩）、静电力平衡回路刚度（角刚度）及加速度测量范围的表达式。有关结果可为这种加速度计参数设计提供理论依据。     

Damping Couplings with Elements of Pseudoelastic NiTi Shape Memory Alloys

A coupling device for damping within a drive train is presented. For conventional damping couplings, damping is often realized by the dissipation of energy due to material damping or friction. In opposite to this, the damping effect of the presented coupling is based on the dissipated energy during the stress induced phase transformation of pseudoelastic NiTi shape memory alloys. In this contribution the design principles, experimental results, and a numerical simulation using the material law for shape memory alloys developed by Raniecki B. Lexcellent C. and Tanaka K. (Arch Mech 44(3:261–284)) are presented.     

High-order methods for differential equations with large first-derivative terms

A method is developed to solve elliptic singular perturbation problems. Examples are presented in one and two dimensions for both linear and non-linear problems. In particular, examples are presented for fluid flow problems with boundary layers. In the one-dimensional case an approximating equation is developed using just three points. The method first presented is a fourth-order approximation but is extended to become a higher-order method. Results are included for the fourth-, sixth-, eighth- and tenth-order methods. The results are first compared with results found by Segal in an article about elliptic singular perturbation problems. The elliptic singular perturbation problems are compared with a method by Il'in and also with central and backward difference schemes from Segal's article. There was only one case where the results in Segal's paper were as accurate as the results presented in this paper. However, in this case the method used by Segal did not give accurate values for a second problem presented. The results are also compared with results given by Spalding and by Christie. The method of this paper was also tested on the solution of some non-linear diffusion equations with concentration-dependent diffusion coefficients. The results were superior to results presented by Lee and by Schultz. Finally, the method is extended to several two-dimensional problems. The method developed in this paper is accurate, easy to use and can be generalized to other problems.     

Nonlinear effects due to electromechanical interaction in generators with smooth poles

Electromechanical interaction in rotating machinery is an interesting nonlinear phenomenon. The methods used to analyze this phenomenon depend on the type of the electrical machine, synchronous or asynchronous, and on its size, but they are often related to the study of the unbalanced magnetic pull (UMP). In this paper the nonlinear behavior of generators with smooth poles of high-speed turbogenerators is presented during and after the excitation of the magnetic field in the air-gap in order to fully exploit the effect of the UMP. In the first part of the paper a method, which allows the simulation of the dynamical behavior of a flexible rotor caused by the UMP, is presented. In the second part, the simulation of a magnetic field excitation transient in a turbogenerator is presented and the nonlinear aspects in the system response and forcing are highlighted.     

A PRACTICAL QUADRILATERAL MEMBRANE ELEMENT WITH DRILLING DEGREES OF FREEDOM

A simple,robust quadrilateral membrane element with drilling degrees of freedom ispresented in this paper.This membrane element is based on Allman's approach,and derived from theconstrained variational principle which enforces the equality of rotations obtained from the displace-ment field and independent rotation field by a penalty function.Examples show that the presentedmembrane element is fully compatible with typical beam element and plate element.And also,thenon-conforming shape functions used in this element exhibits excellent performance over both regularand distorted meshes.Based on the presented membrane element,it is very convenient to construct theshear wall element of six degrees of freedom,which is often used in the analysis of general three-di-mensional building structures.