1) tensile-bending damage
拉-弯组合损伤
2) bending damage
弯曲损伤
1.
In this paper, the influence of normal forces on bending damage of rectangular beam is studied, and the deviations of neutral axis and the damage limit curves are calculated and discussed.
就轴力对矩形截面梁弯曲损伤的影响进行了分析，并对中性轴的偏移、损伤极限曲线等进行了计算、讨论；计算表明其影响是非线性的。
2.
The reduction of moment of inertia is defined as the bending damage variable.
与Ｋａｃｈａｎｏｖ的材料受载横截面减少 定义拉伸损伤变量类似，以梁的弯曲惯性矩减少定义弯曲损伤变量。
3.
Based on the basic assumptions of tensile-bending damage of beams, simple evolution equations of damaged beams are derived.
与Kachanov的材料受载横截面减少定义拉伸损伤变量类似,以梁的弯曲惯性矩减少定义弯曲损伤变量。
3) coupling vibration at bend and extension
弯拉组合振动
4) Combined tension and bending loads
拉弯组合载荷
5) combined damage index
组合损伤指标
6) tensile damage
拉伸损伤
1.
The bending da mage variable is defined as the reduction of moment of inertia, which is similar to the Kachanov s tensile damage variable that is defined as reduction of loadi ng area.
提出了纯弯曲梁的应变损伤失效分析方法 ,与Kachanov的材料受载横截面减少定义拉伸损伤变量类似 ,以梁的弯曲惯性矩减少定义弯曲损伤变量。
2.
The material constants of the equations are determined by Kachanov s tensile damage model.
与Ｋａｃｈａｎｏｖ的材料受载横截面减少 定义拉伸损伤变量类似，以梁的弯曲惯性矩减少定义弯曲损伤变量。
3.
The bendingdamage variable is defined as the reduction of moment of inertia similar to that of tensile damagevariable in Kachanov s model which is defined as reduction of loading area.
本文提出了梁的弯曲应力损伤失效分析方法，推导了梁弯曲应力损伤基本方程，与Ｋａｃｈａｎｏｖ的材料受载横截面减少定义拉伸损伤变量类似，以梁的弯曲惯性矩减少定义弯曲损伤变量。
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
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