1) binding tensile force
约束拉力
1.
Based on regarding the floor structure of the span where late poured band is as deviating pulling member model,the author derives the binding tensile force calculation formula when the span length is set,analyzes all factors which having influence on binding tensile force,and provides some attention problems in design and construction,so as to guide practice better.
在将后浇带所在跨的楼面结构视为偏拉杆件模型的基础上推导出给定跨度发生变化时的约束拉力计算公式,分析了影响约束拉力大小的各因素,并提出一些设计和施工中应注意的问题,以便更好地指导实践。
2) restriction tention
约束拉应力
3) drawbead restrain force
拉延筋约束力
1.
The Bauschinger effect and the normal anisotropy and strain rate sensitivity to establish the model for solving the drawbead restrain forces.
结合板料冲压计算机模拟的实际情况,改进了李东升[1]等人提出的拉延筋约束力求解模型。
4) confined tensile test
约束拉力试验
5) contraction and boundary stress
收缩约束拉应力
6) binding bars
约束拉杆
1.
Eccentric-loaded behavior of square CFT columns with binding bars;
带约束拉杆方形钢管混凝土柱偏压性能
2.
Experimental investigation on L-shaped concrete-filled steel tube stub columns with binding bars under axial load;
轴压下带约束拉杆L形钢管混凝土短柱的试验研究
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