1) bond stress
黏结应力
1.
In order to study the slip between rebar and concrete,the fundamental equations are analyzed and the 2nd order differential equation of the relation between bond stress and local slip are obtained.
为了求解钢筋与混凝土间滑移量,对黏结滑移基本方程进行了分析,导出了黏结应力-局部滑移相互关系的二阶微分方程。
2.
According to the test results,the formulae of characteristic bond strength and characteristic slippage values are established by regression method,and the constitutive equations between average bond stress τ-and loading end slip SL are presented.
根据试验结果,统计回归了特征黏结强度和特征滑移值计算公式;提出了型钢轻骨料混凝土平均黏结应力-τ和加载端滑移SL的本构关系数学模型。
2) bond shear stress-slip relationship
黏结剪应力-滑移
3) no-glue-knot prepared concrete
无黏结预应力砼
4) unbonded prestress
无黏结预应力
1.
In the construction of wall with structrual overlength,the unbonded prestress technology can cancell the shrinkage stress and temperature stress of concrete and enhance the cracking resistance of the wall.
在结构长度超长的墙体中采用无黏结预应力技术,可以抵消混凝土的收缩应力和温度应力,提高墙体的抗裂性能。
5) binding prestress
有黏结预应力
1.
The paper introduced the design and construction technology of strengthening some a box beam bridge by binding prestress system for reference.
介绍了某箱梁桥采用有黏结预应力体系进行加固的设计与施工技术,为采用类似技术进行桥梁加固的设计和施工提供参考。
6) unbonded prestressed slab
无黏结预应力平板
1.
However,when they are considered with the unbonded prestressed slab together,the seismic performance of the whole structure has not been enough clarified.
目前关于混凝土异形柱、短肢剪力墙及节点的抗震性能研究工作已开展得较为充分,但对它们与无黏结预应力平板所组成的整体结构的抗震性能还不甚清楚,为此采用拟静力试验方法对2个六柱一板单层整体结构模型在水平低周反复荷载作用下的开裂破坏全过程,以及各项抗震性能指标进行了试验研究。
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