多溶洞地层桩端极限承载力下限有限元法分析

为计算多溶洞地层桩基的极限承载力,通过MatLab平台编制了用于分析多溶洞地层桩端极限承载力下限的有限元法计算程序。采用平面应变模型,并假定材料符合Mohr-Coulomb准则和塑性关联流动法则。定义无量纲参数N来衡量各参数对桩端极限承载力的影响。根据桩与溶洞间的相对位置关系,详细探讨了6种工况下桩端极限承载力的变化规律,并分析了嵌岩深度h_r、上覆土层自重q_s和溶洞直径D的影响程度。分析结果表明:桩端极限承载力随h_r的增大而增大,随D的增大而减小,而q_s的影响基本可忽略不计。此外,还对不同工况下桩端的极限破坏模式进行了分析。最后,通过考虑无溶洞、有溶洞下的2种桩基算例,验证了本文方法的正确性。     

Stability analysis for natural slope by kinematical approach

The stability of natural slope was analyzed on the basis of limit analysis. The sliding model of a kind of natural slope was presented. A new kinematically admissible velocity field for the new sliding model was constructed. The stability factor formulation by the upper bound theorem leads to a classical nonlinear programming problem, when the external work rate and internal energy dissipation were solved, and the constraint condition of the programming problem was given. The upper bound optimization problem can be solved efficiently by applying a nonlinear SQP algorithm, and stability factor was obtained, which agrees well with previous achievements.     

Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force

The analytical solutions for predicting the exact shape of collapse mechanisms in shallow tunnels with arbitrary excavation profiles were obtained by virtue of the upper bound theorem of limit analysis and variation principle according to Hoek-Brown failure criterion. The seepage force was included in the upper bound limit analysis, and it was computed from the gradient of excess pore pressure distribution. The seepage was regarded as a work rate of external force. The numerical results of roof collapse in square and circular tunnels with different rock parameters were derived and discussed, which proves to be valid in comparison with the previous work. The influences of different parameters on the shape of collapsing blocks were also discussed.     

符号几何规划问题的求解新方法

对符号几何规划问题,给出一种求其全局最优解的分支定界算法。利用不同的凸化方法将算法中关键的定下界操作转化为易于求解的凸规划问题。最后给出算法的收敛性证明和数值实验结果。     

一株降解棉酚的酵母菌培养特征及发酵效果分析

通过比较不同酵母茵在以醋酸棉酚为唯一碳源的固体培养基上的生长状况,筛选出一株在醋酸棉酚培养基中生长较好的产朊假丝酵母1087。酵母茵生长曲线测定结果表明,产朊假丝酵母1087在以醋酸棉酚为唯一碳源的液体培养基中,37℃、170r／min摇床条件下培养20h总菌数达到最大值。以产朊假丝酵母1087为接种剂,以棉粕和红薯渣等为主要原料的固体发酵试验,结果表明,发酵后的样品粗蛋白含量提高了37．4％,棉酚含量下降了55．6％。     

一类二次比式和最优解的研究

对于二次比式和问题的最优解问题,提出了一种罚函数法以及单纯形分枝定界算法.利用指数函数及线性化技术,将约束优化问题转化为易于求解的无约束优化问题,最终给出了算法.     

UBET-based numerical modeling of bulk deformation processes

The paper summarizes the development of numerical procedures for modeling bulk deformation process and preform designing techniques based on the upper bound elemental technique (UBET). UBET has a unique place where an approximate, but faster solution is needed for decision making. In designing and optimizing multistage forging and profile ring-rolling processes, an approximate solution can be used to identify the most influential process parameters. Once an optimum combination of process conditions are determined, computationally intensive, but more accurate finite element analysis can be used to verify and refine results. In this paper, UBET procedures for closed-die forging and profile ring rolling are high-lighted. Experimental investigations are used to validate the model predictions. Also, the UBET-based preform design tool is presented as a process and die design tool for multistage forging processes. Application of these techniques is presented with evidence of effective material usage and extended overall die-life.     

金属液体凝固中直接挤压过程的数值模拟

根据稳定的交替方向隐式（ＳＡＤＩ）有限差分方法、上限元法（ＵＢＥＴ）等数值计算方法提出了一种数值模拟方法．使用这种方法成功地模拟了融凝固和大塑性变形为一体的金属液体凝固过程中直接挤压（简称液体挤压）的工艺过程．计算机生成的动画图象直观地表现了工件的整个成型过程．模拟结果有助于掌握液体挤压这一新工艺的各种工艺规律．     

系统失效的分支-界限分析法及其在桁架可靠性分析中的应用

本文首先介绍了系统失效的分支-界限分析法，然后以空间桁架系统为例用分支-界限分析法进行了可靠性分析。系统失效的分支-界限分析法直观、明了，适合对实际工程中的复杂系统进行可靠性分析。     

A SOLUTION OF SHAPE EXTRUSION OR DRAWING BASED ON DEFORMATION THEORY

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