1) iso-stress trace
等应力迹线
1.
The iso-stress traces of the various parts of the model were plotted, and some problems that cannot be found in the routine analysis for internal forces are revealed, which provides a reliable basis for rationally determining types and design of the partial structures of the V support.
利用ANSYS程序的三维实体单元和子模型技术 ,对某立交桥V形支撑局部结构模型进行了应力分析 ,绘出了各部位等应力迹线 ,并揭示了常规内力分析中所不能发现的一些问题 ,本文结果对确定V形支撑局部构造及结构设计有一定的参考价
2) stress trace
应力迹线
1.
The simple calculation for stress isolines is brought about by a spline interpolation method,as well as the distributions of stress trace are given,which can provide more simple and direct stress field for designers.
将规范计算混凝土坝体应力进一步细化,通过对坝体应力函数采用变步长网格法编程计算,计算了各节点的主应力和最大剪应力,并采用样条插值实现了应力等值线的简化计算,同时也给出了应力迹线的分布,为设计人员提供更为简单、直观的应力场。
4) stress contour lines
等应力线
1.
Examples show that the stress palette produced this way can clearly express the stress distributions and their variations,and that it shows a better effect than the present stress contour lines.
简述了通用的有限元后处理中位移图和等应力线的生成方法，分析并提出了新的应力调色图的生成算法，该法简单且快速。
5) main shear strength locus line
主剪应力迹线
1.
New concept of main shear strength locus line is proposed.
文中提出主剪应力迹线的概念,在《广》文所推方程基础上补充新的方程,重新对平面应力问题进行求解。
6) Principal compressive stress trajectory
主压应力轨迹线
补充资料：等迹
1.事迹相当。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条