1) bridging stress
桥联应力
1.
Aside from introducing the particular method for model formulating and application, the effects of various factors on bridging stress are discussed, and also some tasks in the further research are pointed out.
文中不仅详细介绍模型的建立过程和使用方法,而且分析各种因素对纤维桥联应力的影响,指出当前研究中需要解决的主要问题,为合成纤维混凝土的工程应用提供理论参考。
2) equivalent bridging stress
等效桥联应力
1.
Based on the conformability of deformation the equivalent bridging stress due to rock bolting and consequential toughness increase are deduced.
文中以加锚裂纹面的变形协调条件推求锚杆的等效桥联应力与止裂韧度增值；运用损伤加筋体的自一致理论建立加锚卸荷裂隙带的本构关系，并从加锚裂纹的断裂扩展过程建立演化方程。
3) bridge effect
桥联效应
1.
By using FEM based on linear elastic fracture mechanics, the bridge effect of geogrids protecting asphalt pavement from cracking is studied.
提出模拟土工格栅的薄膜单元和模拟结构层间作用的界面单元，利用基于线弹性断裂力学的有限元方法，对土工格栅防止沥青路面开裂的桥联效应进行研究；分析了这种桥联效应对半刚性基层收缩裂缝在沥青面层中扩展的阻止机理，讨论界面接触状态对它的影响；同时，对比分析了水平荷载对裂缝扩展的影响。
4) bridging tractions
桥联力
5) bridging stress
架桥应力
1.
A theoretical form of the bridging stress within the crack wake zone was solved.
采计学的方法分析、描述了与晶须随机取向相关联的多种机制的耦合效应，给出了裂纹尾 流区架桥应力的理论形式，讨论了晶须／基体界面解离对增韧特性的影响结果表明，解离越大架桥应力 曲线越平缓，增韧效果越显著，但是增韧过程越长对 ＳｉＣ晶须增强 Ｓｉ３Ｎ４材料的理论拟合结果表明， 耦合增韧模型基本上反映了晶须增强 ＣＭＣｓ增韧过程的内在作用方
2.
Based on the analysis of pressing during the CMCs manufacture process, the relation between orientation probability of reinforcements and pressing ratio was expressed in math formulas so that the bridging stress against crack opening displacement curve and R curve can be obtained.
通过分析得出不同压缩条件下的增强相定向度概率分布函数，计算获得裂纹扩展过程中的架桥应力曲线及阻抗曲线，对增韧特性的方位角依赖性进行了讨论，对架桥应力与裂纹张口位移的变化关系进行了讨论，并把计算结果与试验数据进行了对比分析。
6) bridging traction
桥接应力
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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