Shakedown Analysis of 3-D Structures Using the Boundary Element Method Based on the Static Theorem

The static shakedown theorem was reformulated for the boundary element method (BEM) rather than the finite element method with Melan‘s theorem, then used to develop a numerical solution procedure for shakedown analysis. The self-equilibrium stress field was constructed by a linear combination of several basis self-equilibrium stress fields with undetermined parameters. These basis self-equilibrium stress fields were expressed as elastic responses of the body to imposed permanent strains obtained using a 3-D BEM elastic-plastic incremental analysis. The lower bound for the shakedown load was obtained from a series of nonlinear mathematical programming problems solved using the Complex method. Numerical examples verified the precision of the present method.     

冻土墙墙体时空扩展过程中热能消耗的有限元分析

用于人工冻土墙形成过程相关计算的Sanger—Sayles经验公式是，Fourier热传导方程在单值热物理参数轴对称条件下的求解结果，对结构形成过程中冻结管吸热的计算采用了不合理的温度分布假设，计算结果不能令人满意。运用有限元分析程序，完成了对热物理参数非线性变化土体材料的人工冻结过程的计算分析，模拟了冻土墙时空扩展过程，研究了土体内的温度分布以及能量消耗等问题，在此基础上推导出的关于冻结过程的能量消耗计算的一般形式，对人工冻土墙的工程设计具有重要的指导意义。     

Emergent Property in Macromolecular Motion

In this paper, the model of inverse cascade fractal super-blocks along one direction (in the positive or negative) in the 3-dimensional space is developed to describe the self-similar motion in macromolecular system. Microscopically the cohesive and dispersed states of the motion blocks are co- existent states with vastly different probability of occurrence. Experimental results and theoretical analysis show that the microscopic cohesive state energy and dispersed state energy of each motion block are respectively equal to the macroscopic glassy state energy kTg and molten state energy kTm of the system. This singularity unveils topologically the non-integrability, mathematically the anholonomy, and macroscopically the emergent property. This singularity also reveals that the glass, viscoelastic and melt states are three distinct emergent properties of macromolecular motion from a macroscopic viewpoint. The fractal concept of excluded volume is introduced to depict the random motion at various scales in     

Multisymplectic five-point scheme for the nonlinear wave equation

In this paper, we introduce the multisymplectic structure of the nonlinear wave equation, and prove that the classical five-point scheme for the equation is multisymplectic. Numerical simulations of this multisymplectic scheme on highly oscillatory waves of the nonlinear Klein-Gordon equation and the collisions between kink and anti-kink solitons of the sine-Gordon equation are also provided. The multisymplectic schemes do not need to discrete PDEs in the space first as the symplectic schemes do and preserve not only the geometric structure of the PDEs accurately, but also their first integrals approximately such as the energy, the momentum and so on. Thus the multisymplectic schemes have better numerical stability and long-time numerical behavior than the energy-conserving scheme and the symplectic scheme.     

一类Neumann边值问题的多重正解

通过没有(PS)条件的山路引理和对最佳Sobolev常数及能量泛函的分析，得到了一类具有次线性及临界增长组合非线性项的齐次Neumann问题多重正解的存在性。     

关于广义L-S-KKM映象的性质

作为研究非线性领域中很多问题的重要工具，Lin和Chang引入了一类S-KKM映象，证明了若干S-KKM映象的性质．本文在L-凸空间中建立了广义L-S-KKM映象，讨论了广义L-S-KKM映象的性质，并且证明了L-S-KKM集族是KKM集族的真推广．作为应用还得到了L-凸空间中的一个不动点定理．改进和推广了广义S-KKM映象的相关性质．     

体外预应力混凝土梁的非线性有限元分析

体外预应力结构在承载能力极限状态下的性能是设计关注的重要问题 ,而现行规范中并没有提出一种有效的计算方法 .而采用非线性有限元程序对体外预应力混凝土梁进行全过程分析不失为一种较精确的方法 ,同时考虑了混凝土和钢筋的材料非线性以及结构的几何非线性 ,建立了体外预应力简支梁的三维分析模型 ,分析并模拟了在三分点荷载作用下加载直到破坏的全过程 ,并和试验进行了比较     

60Si2CrVA弹簧钢热处理工艺及性能研究

主要研究了 60Si2 CrVA弹簧钢的热处理工艺与性能的关系 ,通过采用不同加热时间淬火和不同温度下回火实验 ,测定其硬度和机械性指标并观察其金相组织 ,从而找出该钢种最佳热处理工艺以及最佳综合机械性能并得到回火系列金相图谱 .     

聚氨酯/纳米碳酸钙弹性体的制备与力学性能研究

采用一步法以PTMEG，BDO，TEA，TDI为原料，选用n—CaCO3合成了PU／n—CaCO3弹性体，并考察了BDO，TEA，NCO／OH，n—CaCO3的含量对聚氨酯弹性体力学性能的影响。结果表明，纳米碳酸钙对聚氨酯弹性体的力学性能有一定提高。粒度分析与SEM测试表明，纳米粒子在本研究体系中的分散程度不理想。     

桥墩塑性防撞装置的力学机理

通过一艘4万t级油船撞击箱式塑性吸能防撞装置的有限元数值模拟计算，演示并分析了防撞装置的作用过程．指出了防撞装置受力的3个阶段、防撞力的限制值和防撞装置各构件的吸能特征，解释了防撞装置对桥梁的防护机理．同时介绍了非线性有限元碰撞分析中船舶、防撞装置与桥墩的模型化方法和材料、质量参数等的正确意义，并对防撞装置的优化设计提出了建议。