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1)  tensile force of reinforcement
筋条拉力
1.
An experimental study was conducted to assess the pressure on the facing and tensile force of reinforcement of reinforced earth retaining walls.
通过室内加筋土挡墙模型试验对墙面土压力及筋条拉力的测试,探讨了加筋土挡墙的工作机理。
2)  bar tension
筋带拉力
1.
In this paper, based on the field experiment data and nonlinear finite element analysis for earth pressure in reinforced earth retaining wall, a modified formula is induced to calculate the bar tension in inner stability computation for reinforced earth retaining wall.
根据加筋土挡墙土压力现场试验结果和非线性有限元分析计算,提出了加筋土挡墙内部稳定性计算中筋带拉力计算的修正公式。
3)  Drawbead force
拉延筋力
4)  tension reinforcement
拉力钢筋
5)  drawbead restraining force
拉延筋阻力
1.
In the simulation software DYNAFORM, regarding the computation model of the drawbead restraining force established in the text "drawbead binding model and experimental study" as an equivalent drawbead, simulating and analyzing the forming of a certain component on the base of the surface dial.
在模拟软件Dynaform中,将文献[3]中建立的拉延筋阻力计算模型作为等效拉延筋使用,模拟分析了表盘座某部件的成形。
6)  drawbead restraining force
拉深筋阻力
1.
Experimental investigation on semicircular drawbead restraining force;
半圆形拉深筋阻力的试验研究
2.
And the characteristics of drawbead restraining force components at different geometric parameters are also discussed.
通过数值模拟和实验相结合的方法 ,研究了半圆形拉深筋的高度、圆角半径等参数对拉深筋阻力的影响 ,分析了不同尺寸参数下拉深筋阻力的构成特点。
3.
The influence of main bead geometrical parameters on binder hold down force(BHDF)and drawbead restraining force(DBRF)are analyzed.
利用开发的拉深筋二维弹塑性有限元数值模拟软件 ,对圆形筋和矩形筋就压筋和成形的连续过程进行了数值模拟 ;分析了拉深筋主要几何参数对压筋力和拉深筋阻力的影响 ,研究了压筋和成形两个阶段板料在拉深筋作用下的变形规律与受力特点。
补充资料:筋条
1.身体结实强健。
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