| 谢靖中,李国强.非线性杆单元荷载矩阵积分算子直接集成算法[J].计算力学学报,2003,20(4):490~494 |
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| 非线性杆单元荷载矩阵积分算子直接集成算法 |
| Method of directly integrating nonlinear frame load matrix based on integration factors |
| 修订日期：2001-12-24 |
| DOI：10.7511/jslx20034093 |
| 中文关键词: 非线性杆单元 荷载矩阵 积分算子直接集成算法 分布荷载 计算 |
| 英文关键词:nonlinear beam,load matrix |
| 基金项目: |
| 谢靖中 李国强 |
同济大学建筑工程系 上海200092
(谢靖中)
，同济大学建筑工程系 上海200092(李国强)
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| 摘要点击次数: 1333 |
| 全文下载次数: 8 |
| 中文摘要: |
| 在文献[1]的基础上，将积分算子直接集成单元刚度矩阵的方法扩展应用于非线性杆单元的荷载矩阵集成．该方法将分布荷载产生的内力函数分解为由未知参数表示的线形项，和与分布荷载特性相关的已知函数项的组合，计算积分算子，由积分算子的线形组合得到分布荷戟产生的杆件内力函数，从而得到荷载矩阵．该方法没有采用任何假定，具有广泛的普适性，能用于求解任意刚度分布杆件上作用任意分布荷载或集中荷载的单元荷载矩阵．对于刚度非连续、荷载分布非连续的情况，该方法避免了高斯数值积分的误差，具有更高的计算精度。 |
| 英文摘要: |
| Method directly based on integration factors is now deve loped to for m the load matrix of nonlinear beam. The method expresses the inner force of non line ar beam excited by distributing load as the combination of two parts: the one is a linear function with unknown constants of the nodal moment, and the other is a kn own function just determined by the distributing load itself. Both functions can be separately integrated as many constant factors. With the boundary conditions of two nodes, the unknown constants of the first linear function can be express ed b y those integration factors, and so far the whole function of inner force and th e load matrix of nonlinear beam are gained. The method never adopts any hypothes is and is analytic and accurate. It is to fit for all kind of nonlinear frame wi th the arbitrary distributing load to gain load matrix. The results are more acc urate than that the Guass numerical integration for beams with the un-continu al nonlinear stiffness or un-continual distributing load. |
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