A Coupling Model of the Discontinuous Deformation Analysis Method and the Finite Element Method

Neither the finite element method nor the discontinuous deformation analysis method can solve problems very well in rock mechanics and engineering due to their extreme complexities. A coupling method combining both of them should have wider applicability. Such a model coupling the discontinuous deformation analysis method and the finite element method is proposed in this paper. In the model, so-called line blocks are introduced to deal with the interaction via the common interfacial boundary of the discontinuous deformation analysis domain with the finite element domain. The interfacial conditions during the incremental iteration process are satisfied by means of the line blocks. The requirement of gradual small displacements in each incremental step of this coupling method is met through a displacement control procedure. The model is simple in concept and is easy in numerical implementation. A numerical example is given. The displacement obtained by the coupling method agrees well with those obtained by the finite element method, which shows the rationality of this model and the validity of the implementation scheme.     

非连续变形分析方法中一些控制参数的设置

非连续变形分析(DDA)方法是近年来发展起来的一种分析不连续介质力学的岩土工程数值模拟方法,该方法涉及到一些人为设定的控制参数,而这些参数会对计算结果产生一定的影响.通过实例分析,作者较深入地探讨了步位移、弹簧刚度及时间步的选取,认为对计算结果影响最大的是步位移,并进一步认为当步位移取值范围为0.1～0.002,弹簧刚度取值范围为20 E～100 E,时间步取值为0.01时不仅迭代速度快,而且对计算结果的影响可以忽略,这在DDA的理论研究及实际应用中均具有重要意义.     

双前桥重型汽车转向液压助力缸的设计

在对国外某型号的双前桥重型汽车转向系统分析研究的基础上,对转向液压助力缸的工作特点、结构参数和动力缸计算进行了讨论,提出了转向系统液压助力缸的设计方案,并建立了双前桥重型汽车动力缸的数学模型;通过此方案可以准确快速确定主副动力缸的主要结构参数,其结果得到实车验证,能达到良好的转向效果,可推广应用于其他型号的双前桥转向系动力缸的设计。     

大型地下洞群时空双系列反馈分析

地下水电站的厂房系统大多由纵横交错的复杂洞群组成,洞群施工过程中以及运行期围岩的稳定性是工程成败的关键。该文跟踪我国某地下水电站厂房洞群的施工过程,采用模式搜索优化技术和节理裂隙岩体模型非线性有限元方法,编制了Ｃ＋＋反馈分析控制程序ＮＡＰＡＲＭ９６,利用地下厂房监测系统提供的实测信息,对厂房洞群从时间和空间两个系列进行了仿真和位移反馈分析,得出了较为符合规律的结果。介绍了此项研究的阶段成果,并且对高地应力节理岩体中的地下洞群的施工稳定性问题提出了具有一定参考价值的建议。