厚薄板通用三角形位移元

本文构造出了一种具有九个自由度的厚薄板通用三角形位移单元，并给出了单元刚度矩阵显式。这种单元以其简洁的常规位移元列式可在相当宽的板厚变化范围内（包括板厚为零）获得很高的计算精度，其结果可与相应的矩形单元相比。而且不会出现剪切自锁。     

一种薄板弯曲问题的四边形位移单元

本文基于修正势能泛函,引入广义协调的概念,导出了一种具有12个自由度的薄板弯曲四边形位移单元LGC—Q12,这种单元协调性好,列式简单,计算精度高。并且能近似地通过分片检验。     

BENDING PROBLEMS OF RECTANGULAR REISSNER PLATE WITH FREE EDGES LAID ON TENSIONLESS WINKLER FOUNDATIONS

In this paper,an analytical method for solving the bending problems of rectangularReissner plate with free edges under arbitrary loads laid on tensionless Winkler foundationsis proposed.By assuming proper form of Fourier series with supplementary terms,whichmeet derivable conditions,for deflection and shear force functions,the basic differentialequations with given boundary conditions can be transformed into a set of simple infinitealgebraic equations.For common Winkler foundations,this set of equations can be solveddirectly and for tensionless Winkler foundations,it is a set of weak nonlinear algebraicequations,the solution of which can be obtained easily by using iterative procedures.     

九参数双参数元与广义协调元的对称列式

1.引言 最近石钟慈和陈绍春使用双参数法对九参数拟协调元和九参数广义协调元进行了研究。研究结果表明,基于函数空间     

BENDING OF RECTANGULAR THIN PLATES WITH FREE EDGES LAID ON TENSIONLESS WINKLER FOUNDATION

In this paper,the bending problem of rectangular thin plates with free edges laid ontensionless Winkler foundation has been solved by employing Fourier series withsupplementary terms.By assuming proper form of series for deflection,the basicdifferential equation with given boundary conditions can be transformed into a set ofinfinite algebraic equations.Because the boundary of contact region can notbedetermined inadvance.these equations are weak nonlinear ones.They can be solved by using iterativeprocedures.     

关于对称双参数法的一般化

关于对称双参数法的一般化卜小明（天津大学力学系）ＯＮＧＥＮＥＲＡＬＩＺＥＤＦＯＲＭＵＬＡＴＩＯＮＯＦＳＹＭＭＥＴＲＩＺＥＤＤＯＵＢＬＥＳＥＴＰＡＲＡＭＥＴＥＲＭＥＴＨＯＤ￥ＢｕＸｉａｏ－ｍｉｎｇ（ＴｉａｎｊｉｎＵｎｉｖｅｒｓｉｔｙ）Ａｂｓｔｒａｃｔ：...     

无拉力Winkler地基上自由边矩形薄板的弯曲

本文应用Fourier级数加补充项的方法求解了无拉力Winkler地基上自由边矩形薄板的弯曲问题.通过适当设定满足可导条件的Fourier级数加补充项形式的挠度函数,把给定边界条件下的微分方程化成一个无穷代数方程组.因接触区的边界预先不能定出,故这组方程为弱非线性方程.使用迭代法获得解答.     

双参数法的一些扩展及其在矩形板元中的应用

双参数法的一些扩展及其在矩形板元中的应用卜小明（天津大学）ＡＭＯＤＩＦＩＥＤＤＯＵＢＬＥＳＥＴＰＡＲＡＭＥＴＥＲＭＥＴＨＯＤＡＮＤＩＴＳＡＰＰＬＩＣＡＴＩＯＮＩＮＣＯＮＳＴＲＵＣＴＩＮＧＴＨＥＲＥＣＴＡＮＧＵＬＡＲＥＬＥＭＥＮＴＯＦＴＨＩＮＰＬＡＴＥ...     

弹性地基与无拉力弹性地基上深浅梁的Fourier级数解法

探讨了弹性地基模型，并将弹性地基与无拉力弹性地基上的Ｔｉｍｏｓｈｅｎｋｏ梁和浅梁纳入统一的方程形式，给出了Ｆｏｕｒｉｅｒ级数算法。