1) peeling normal stress
最大剥离正应力
1.
The results show that the maximum bonding shear stress and the peeling normal stress are influenced not only by the thickness,the elastic modulus and the length of the strengthening plate,but also by the thickness and the elastic modulus of the adhesive.
计算结果表明 ,最大锚固剪应力和最大剥离正应力主要和加强片厚度、弹性模量、长度以及粘胶层的厚度与弹性模量有关。
2) normal stress against peeling
剥离正应力
1.
With regard to the RC beams strengthened by bonding steel sheet against the action of concentrated and evenly distributed load, an analysis is made on the factors influencing maximal normal stress against peeling of steel sheet.
在弹性理论的基础上 ,利用钢板剥离正应力计算公式 ,对在集中荷载或均布荷载作用下采用粘钢加固的混凝土梁 ,分析影响钢板最大剥离正应力的有关因数 。
4) peeling-off stress
剥离应力
1.
Discussion on methods of calculating peeling-off stress in midspan of RC beams strengthened with FRP sheets;
关于FRP加固钢筋混凝土梁跨中剥离应力计算方法的讨论
2.
The factors influencing peeling-off failure and failure criterion are summarized,and the characteristics of several methods for calculating the peeling-off stress are discussed.
指出纤维复合材料加固混凝土梁跨中剥离破坏的影响因素和破坏准则,讨论几种计算剥离应力方法的特点,提出更为简单可靠的直接对剥离块体进行有限元分析的新思路,并给出算例。
5) peeling stress
剥离应力
1.
Analysis of the peeling stress at the end of the reinforced concrete beam with prestressed carbon fiber reinforced polymer sheet;
预应力CFRP布加固混凝土梁的端部剥离应力分析
2.
Based on the linear elastic theory, this paper presents a method for calculating the peeling stress at the sheeting end of a RC beam with a strengthening sheeting under linear distributed loads.
在弹性理论的基础上,推导了任意线性分布荷载作用下混凝土梁粘贴加强片材加固时,片材端部剥离应力的计算公式。
3.
The characteristics of distribution of the shearing stresses,as well as normal and peeling stresses which influence the quality of bonded wafers are discussed.
对影响晶片键合的剪切应力、正应力以及剥离应力的分布特性进行了讨
6) maximal peel off stress
极限剥离应力
补充资料：最大切应力
最大切应力
maximum shear stress
zu、da qieyingll最大切应力(maxirnum shear stress)指绝对值最大的主切应力。若各主应力间有。，>aZ>伪的关系时，则最大切应力r。二之值为r一二一红尹最大切应力所作用的平面为平分最大主应力和最小主应力间夹角的平面。(王占学)
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