1) cold drawing control stress
冷拉控制应力
3) stretching control stress
张拉控制应力
1.
On the basis of new codes,this paper takes stretching control stress of tensile bars and compressed bars as two values of optimum design,meanwhile,regards the minimum cost of concrete members as target function,and takes nine restrictive conditions into consideration.
本文以新规范[5]为依据,把受拉区与受压区张拉控制应力作为两个设计变量,以构件的造价最小为目标函数,考虑了九个约束条件,编制了优化程序,采用了Powell法对预应力混凝土双向受弯构件进行了优化设计,并给出了比较实例。
4) tension control prestress
张拉控制预应力
5) tensile stress control value
拉应力控制指标
1.
To overcome the limitation about tensile stress control value of existing design specification for concrete arch dam,a new method is presented.
以溪洛渡双曲拱坝为研究对象,研究其在水压和自重荷载组合下拉应力控制指标。
6) tension stress control criterion
拉应力控制标准
1.
In this model, the fuzziness of multi\|objective function and the tension stress control criterion are all solved.
模型解决了多目标函数及拉应力控制标准的模糊性。
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