1) strength function
强度函数
1.
A new simplified ductile spall model is presented using the redefined damage and the strength function given by Cochran-Banner.
重新定义损伤、应用Cochran-Banner模型中的强度函数,提出了一种新的简化延性层裂模型。
2.
The strength function given by Cochran-Banner was maintained using the redefined damage,and the correction concerning the volume of the mesh cells was realized considering it unnecessary to expect that it is much easier to open microcracks once they are formed than to strain the solid further.
这种新模型仅保留CochranBanner模型中的强度函数,重新定义损伤,并抛弃了基本假设:一旦微损伤形成,使微损伤演化远远易于使固体进一步体积应变,进而修正了差分微元中固体比容的计算。
2) scattering light intensity function
散射光强度函数
3) strength utilization ratio function
强度利用率函数
1.
The thesis focuses on the investigation of application of tangent modulus factor and strength utilization ratio function (SURF)to solution of structural fracture strength problems.
利用切线模量因子和强度利用率函数的概念，建立了含裂纹结构的弹塑性临界断裂应力的切线模量因子算法（Φｋ法）。
2.
Strength utilization ratio function is a common solution about strength and stability probbms of steel structure under pressure.
强度利用率函数是承压钢结构的强度和稳定问题的通解,本文建议《钢结构设计规》(GRJ17-88)中的某些条款,亦可采用此强度利用率函数来统一表示。
4) strain strength function
应变强度函数
5) threshold versusintensity function
阈值-强度函数
6) accumulation intension function
累积强度函数
补充资料：表光合强度(见光合强度)
表光合强度(见光合强度)
forecast of sowing or transplanting time
b iaoguanghe qiangdu表光合强度见光合强度
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