变形范围 meaning in English
deformation band
deformation range
Examples
- Distortion range mm
变形范围mm - The aim of this paper is to search for practical nonlinear viscoelastic relations and the solution approach for viscoelastic problems in the range of infinitesimal strain
本文的研究目的在于寻找小变形范围内工程实用的非线性粘弹性本构关系及非线性粘弹性问题的求解方法。 - The measured results of settlement depth for foundations with different breadth , soil deformation area around pile and foundation , interaction coefficient of double pile and load distribution on pile top beneath cap illustrate that the effects of interaction of soil - soil , pile - soil and pile - pile are obviously lower than elastic theory values
不同基宽压缩层深度、基础和桩侧土变形范围、双桩相互影响系数以及桩顶荷载分布的测试结果说明，土土、桩土、桩桩相互作用效应较连续介质弹性理论值明显弱化。 - The stress and deformation in any spots of 3d foundation soils which is under rectangular homogeneously distributed load are calculated and analyzed by methods of elastic theory and fortran program ; 3 . the scope of foundation soils deformation under rectangular homogeneously distributed load is analyzed by the use of slide and move thread theory ; 4 . by using the finite element analysis software of ansys , with engineering examples , the deformation characteristics of 3d elastic - plastic foundation soils under rectangular homogeneously distributed load are imitated and analyzed , at the same time , the method of settlement calculation of soils is checked
研究内容包括： 1 、测试了天然地基、复合地基在不同压板形状及尺寸下承压板下及周围地基土体的沉降，并做了数据计算分析； 2 、利用弹性理论方法和fortran程序分析计算了三维地基土体在矩形均布荷载下任意位置点的应力及变形； 3 、利用滑移线方法分析了均布荷载下土体的变形范围问题； 4 、应用ansyas大型有限元分析软件，结合工程实例，模拟分析了三维弹塑性地基土体在方形均布荷载下的变形特性，并对地基沉降计算方法进行了工程验算。