摘要
索膜结构有限元分析计算速度归结为大规模线性方程组KU=P的求解速度。通过RCM算法,对有限元网格节点编号进行优化,从而减小总刚度矩阵K的带宽与轮廓来减少数据存储量及浮点运算次数,提高了线性方程组直接法的求解速度。另外,在大型索膜结构有限元计算中,传统的RCM算法计算过程存在两方面问题,一方面没有考虑网格规模造成的计算内存负担,影响计算速度;另一方面不能适应索膜结构中存在混合节点自由度的实际情况。因此,改进了传统RCM算法,使其能够高效应用于索膜结构有限元分析。算例表明,改进的RCM算法能够显著提高索膜结构有限元计算速度。
The calculation speed of finite element analysis of cable-membrane structures is attributed to the solving speed of large-scale linear equation KU = P.Using the RCM algorithm,the node number optimization of the finite element mesh was conducted to reduce the bandwidth and contour of the total stiffness matrix[K].Then,the data storage capacity and the number of floating point operations were decreased and the speed of the direct method of solving linear equations was improved.In addition,in the finite element method of the large cable-membrane structures,there are two drawbacks of the traditional RCM algorithm calculation process.The first one is the calculation speed is influenced by neglecting the burden of computer memory caused by grid scale.The other one is that this method can not be adapted to the mixed node degrees of freedom of the cable-membrane structures.Therefore,the improvement of traditional RCM algorithm was efficiently applied to finite element analysis of cable-membrane structure.Examples illustrate that the modified RCM algorithm can significantly improve the finite element calculation speed of the cable-membrane structures.
出处
《建筑结构》
CSCD
北大核心
2012年第S1期665-668,共4页
Building Structure
关键词
索膜结构
节点编号
线性方程组求解
RCM算法
求解速度
cable-membrane structures
node number
solution of linear equations
RCM algorithm
solving speed
