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1)  converted elastic modulus
折算弹性模量
1.
To analyze mechanics of polyurethane rubber layers in roll bending process,a new concept of converted elastic modulus for polyurethane rubber is put forward to define the elastic modulus of polyurethane rubber changed during forming and the expression of Eeis derived.
为便于对滚弯过程中弹性层的受力进行分析,提出了折算弹性模量的概念,来定义柔性滚弯过程中聚氨酯橡胶随成形改变的弹性模量,并推导了聚氨酯橡胶折算弹性模量的计算公式。
2)  breaking resistant elasticity modulus
抗折弹性模量
1.
The flexural deformation behaviors and the degradation law of the breaking resistant elasticity modulus du.
对路面用钢纤维混凝土材料在循环荷载作用下的弯曲疲劳变形和抗折弹性模量衰减规律进行了研究。
3)  bending elastic modulus
抗折弹性模量
1.
The bending elastic modulus of different high bending strength pavement concrete are analyzed,and the regression equation between bending elastic modulus and bending strength most in use is presented.
对比分析了不同种类高抗折强度路面混凝土抗折弹性模量,对常用高抗折强度路面混凝土抗折弹性模量与抗折强度关系进行了回归,根据回归方程对其抗折弹性模量与抗折强度进行了预测。
4)  reduced elastic modulus
折减弹性模量
1.
With the finite element method,the bending stiffness of twin-block ballastless track with double combined slabs composed of a track slab and a support layer was investigated through changing the elastic modulus and thickness of the support layer and the interval between cracks,and the reduced elastic modulus of the cracked support layer was obtained.
用有限元法,在双块式无碴轨道支承层开裂的情况下,针对不同的裂缝间距、支承层厚度和弹性模量,分析了道床板与支承层形成的结合式双层结构抗弯刚度的变化规律,得到了开裂支承层的折减弹性模量。
5)  combination modulus
折算模量
1.
This paper presented a method that combination modulus of pile and soil complex under effects of pile and soil interaction,that effects of pile nearby and pile groups was considered.
提出了考虑桩周土和群桩的影响 ,桩土共同作用时桩土复合体折算模量的确定方法 ,并探讨了对基桩动力稳定性的影响 ,以及桩截面尺寸选择的控制条件 ,可为工程应用提供参考。
6)  conversion elastic modulus
换算弹性模量
1.
Based on some reasonable hypotheses and the stress-strain relationship of concrete obtained by the “adjusting valid modulus depending on age” method, a compact formula to calculate the conversion elastic modulus of the core concrete is presented, which can consider both the influences of creep and the interaction between steel and concrete.
在合理的假设前提下,采用“龄期调整的有效模量法”得到的混凝土徐变方程式,推导出钢管核心混凝土的换算弹性模量计算公式,该公式能综合考虑混凝土的徐变影响和钢-混凝土之间的相互作用,将其应用到钢管混凝土拱桥的徐变分析中,极大简化了徐变分析过程。
2.
Applying the conversion elastic modulus and conversion coefficient of load, the computer model for calculation of creep secondary internal force for continuous beam bridges is established.
应用换算弹性模量和荷载换算系数 ,建立了计算连续梁桥徐变次内力的计算模型。
补充资料:折算
1.折合;换算。 2.暗算。 3.犹折寿。
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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