欢迎您！东篱公司
退出
-
申报数据库
-
立项数据库
-
成果数据库
-
项目获奖数据库
中文摘要：
土壤结构接口的行为在土壤结构相互作用的定义起一个主要作用。在这糊双性人潜力表面为土壤结构接口的 elasto 塑料的模型被建议以便描述接口变丑行为，包括紧张弄软和正常膨胀性。模型在概括潜在的理论，土壤结构接口问题作为压力地里的一个二维的数学问题在是问候的框架被提出，并且塑料州的方程被用来代替传统的域表面。关系曲线砍应力和正切的紧张被明智的功能由夸张功能和夸张正割功能填写了的一片适合，当关系正常弯时，紧张和正切的紧张被明智的功能由二次的功能和夸张正割功能填写了的另一片适合。建议的途径有的优点导出 elastoplastic 没有要求的组成的矩阵塑料潜在的功能和收益表面。而且，数学原则是清楚的，并且全部模型参数能被试验性的测试识别。最后，模型的预言与获得从的试验性的结果相比简单砍在正常压力下面的测试，和结果证明模型讲理、实际。
英文摘要：
The behavior of soil-structure interface plays a major role in the definition of soil-structure interaction. In this paper a bi-potential surface elasto-plastic model for soil-structure interface is proposed in order to describe the interface deformation behavior,including strain softening and normal dilatancy. The model is formulated in the framework of generalized potential theory,in which the soil-structure interface problem is regard as a two-dimensional mathematical problem in stress field,and plastic state equations are used to replace the traditional field surface. The relation curves of shear stress and tangential strain are fitted by a piecewise function composed by hyperbolic functions and hyperbolic secant functions,while the relation curves of normal strain and tangential strain are fitted by another piecewise function composed by quadratic functions and hyperbolic secant functions. The approach proposed has the advantage of deriving an elastoplastic constitutive matrix without postulating the plastic potential functions and yield surface. Moreover,the mathematical principle is clear,and the entire model parameters can be identified by experimental tests. Finally,the predictions of the model have been compared with experimental results obtained from simple shear tests under normal stresses,and results show the model is reasonable and practical.
同期刊论文项目
同项目期刊论文
Develoment technology of rigidity-drain ile and numerical analysis of its anti-liquefaction characte
期刊信息
位置：