1) average bond stress
平均粘结应力
2) bond stress
粘结应力
1.
Curve fitting method of bond stress distribution in steel bar pullout test;
钢筋拉拔试验中粘结应力分布的曲线拟合
2.
Study on calculating model of bond stress between reinforcing bar and concrete;
钢筋与混凝土粘结应力计算模式的研究
3.
Stress variation model of bond stress-slip relationship between steel bar and concrete;
钢筋与混凝土间粘结应力－滑移关系的应力变分模型
3) bonding stress
粘结应力
1.
Reformation for bonding stress of section of FRP strengthening RC girder;
FRP加固RC梁界面粘结应力值的修正
2.
On the basis of ignoring the self characteristic of gum and the deformation of concrete,it builds the basic equation of setting up bar bonding anchorage,analyses and researches the problems of bonding anchorage of the distribute of setting up bar bonding stress,the calculation of limited bearing and the decide of basic length of anchor,and it has big reference meaning.
在忽略胶自身特点和混凝土变形的基础上,建立了植筋粘结锚固的基本方程,并对植筋粘结应力的分布,极限承载力的计算,基本锚长的确定等粘结锚固问题进行了分析探索,具有较大的参考意义。
4) Mean stress
平均应力
1.
The effect of mean stress was studied.
为了进一步拓宽超声疲劳试验的研究范围,对50钢进行了含有平均应力的三点弯曲和非对称拉压疲劳性能试验,得到相应的疲劳 S-N 曲线,研究了平均应力对其超高周疲劳性能的影响。
2.
The author investigates the effect of mean stress and stress's amplitude with the non symmetry low cycle fatigue (LCF) experiment of two kinds of PD3 rail steel (hot rolling and off line heat treatment) produced by PanZhiHua steel company.
通过对攀钢生产的两种PD3钢轨钢 (热轧和离线全长热处理 )的非对称低周载荷疲劳实验 ,比较了平均应力和荷载幅值对两种PD3钢轨钢寿命的影响。
3.
Through the experimental results and study on the reason of fracture,we considered that mean stress and maximum shearing stress were different in tension and compression,condition of fracture was proposed.
通过观察实验现象和分析破坏原因,认为平均应力对脆断影响显著。
5) average stress
平均应力
1.
The concepts of effective stress and porous pressure are employed to explain why the tectonic average stress can be used as a coupling bridge between the solid skeleton and porous fluid.
依据连续介质力学理论,从理论上分析构造应力驱油的机理,应用孔隙压力和有效应力的概念,阐述了将多孔介质中的平均应力作为固体骨架和孔隙流体之间耦合桥梁的合理性。
2.
The effect coefficients of average stress for seven kinds of structural steel materials are presented on the basis of fatigue performance tested data in this paper.
基于实测的材料疲劳性能数据，给出７种结构钢的平均应力影响系数，可供疲劳设计使
3.
An equation for crack growth rate was derived to consider the trend of stress intensity factor range going down to the threshold and the average stress effect.
首先发展了考虑平均应力影响和低应力强度因子范围趋于门槛值现象的扩展率方程。
6) slab without bond of prestressing
无粘结预应力平板
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