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1)  reinforcement [英][,ri:ɪn'fɔ:smənt]  [美]['riɪn'fɔrsmənt]
拉筋
1.
The Drucker-Prager Model is chosen to simulate the non-linearity of soil,the distribution law of the lateral earth pressures on the facing and tensile force of the reinforcements are analyzed and studied.
结合某公路扩建工程中采用的双面加筋挡土墙结构,采用有限元法对该挡土墙的受力特性进行数值模拟分析,计算中采用Drucker-Prager模型模拟土体材料的非线性,研究分析拉筋拉力及墙背侧向土压力的分布规律,有限元分析结果与现场测试值具有较好的一致性,分析成果对该挡土墙的推广应用提供了重要的参考价值。
2.
By the prototype testing study on the mechanical characteristics of the wall, the change and distribution law of the reinforcement tensions, the lateral earth pressure on the face, the vertical earth pressures at the base were obtained.
6m的双面加筋挡土墙首次应用于山区高等级公路扩建工程中,通过对该挡土墙施土阶段受力特性的原型测试研究,得到了拉筋拉力、墙面板所受土压力、基底应力随填土厚度的变化和分布规律,研究成果可供今后设计和施工类似支挡结构时提供参考。
2)  lacing wire
拉筋
1.
The chemical composition, metallographic structure, hardness and surface of fracture are analyzed herein for the broken blade and lacing wire in order to find the cause of blade fracture.
针对断裂叶片及拉筋进行了化学成分、金相组织、硬度、断口等分析,以便找到叶片断裂的原因。
2.
This paper introduced several connecting of the shroud band and the lacing wire by discussing the common constructing of the short blade of steam turbine,and given the actions and the effect of blade s safety of all kinds of connecting types.
通过对短叶片常用结构的探讨,介绍了几种叶冠连接方法及拉筋连接方式,给出了各种连接方式的作用及对叶片安全可靠性的影响。
3)  tie piece
拉筋,虚筋
4)  free lacing wire
自由拉筋,松拉筋
5)  drawbead
拉深筋
1.
The effect of drawbead dimension parameters on the reduction in thickness and DBRF;
拉深筋结构参数对变形及阻力的影响
2.
Process design and optimization of drawbead on autobody panel die;
车身覆盖件模具的拉深筋工艺设计和优化
3.
Tribotest at drawbead in aluminum alloy sheet warm forming;
铝合金板温成形过程中拉深筋处摩擦的测量
6)  drawbead
拉延筋
1.
Research on the drawbead restraining force by numerical simulation;
拉延筋约束阻力的数值模拟研究
2.
Optimized design of drawbead using improved genetic algorithm combined with BP artificial neural network;
遗传算法结合神经网络实现拉延筋优化设计
3.
Geometry Parameters Optimization for Drawbeads Based on Adaptive Response Surface Method;
基于自适应响应面的拉延筋参数反求
补充资料:瘦筋筋
1.见"瘦精精"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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