2) flexural ultimate tensile strain
弯拉极限拉应变
3) the tensile strain at the bottom
层底弯拉应变
1.
The stress states of four pavement structures were calculated by three-dimension finite element method to analyze the influence of different structural combinations on the tensile strain at the bottom.
本文运用三维有限元程序对4种路面结构进行对比应力分析,分析了结构组合变化对层底弯拉应变的影响。
4) flexural strain at low temperature
低温弯拉应变
1.
Limiting flexural strain at low temperature is the key parameter to reflect the low temperature crack resistance of asphalt mixtures.
目的分析影响沥青混合料低温弯拉应变的因素,预测沥青混合料低温弯拉应变。
5) ultimate flexural strain
极限弯拉应变
6) tensile stress(strain) for bottom of layers
层底最大弯拉应力(变)
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。
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