土工织物拉拔试验中筋土界面力学特性  

Mechanical Behavior of the Interface between Reinforcement and Soil in Pull-out Tests on Geotextiles

作　　者：张鹏[1] 王建华[1] 陈锦剑[1] 

机构地区：[1]上海交通大学土木工程系,上海200030

出　　处：《上海交通大学学报》2004年第6期999-1002,共4页Journal of Shanghai Jiaotong University

摘　　要：针对土工织物筋土接触面的软化和塑性流动现象,根据拉拔试验的结果,提出了剪应力—位移关系的三阶段弹塑性模型.由筋材的受力特性建立微分控制方程,并通过有限差分法进行求解,得到了拉拔试验中的非线性位移、应变、拉力和剪应力等参量.算例分析了拉拔试验中的拉拔力—位移关系,并与线弹性模型和双曲线模型分析的结果进行比较.结果表明,分阶段弹塑性模型分析更符合实际情况.Based on the results of pull-out test on geotextiles, this paper presented a three-staged model for total shear stress-displacement to consider the strain softening and plastic flow. According to the mechanical characteristics of geotextiles, the non-linear differential equations are expressed in non-dimensional form and solved numerically using a finite difference method. The variation of the displacement, strain, tension and shear stress in pull-out test can be obtained. The relation between pull-out force and deformation was discussed based on the example analysis, and compared with the experimental pull-out test results. Comparison with the results of linear elastic model and hyperbolic model shows that three-staged elastic-plastic model is in good accord with practical situation.

关 键 词：土工学 土工织物 拉拔试验 弹塑性模型 应变软化 有限差分法 

分 类 号：TU47[建筑科学—结构工程] TU57[建筑科学—土工工程]