1) 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。
2) 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。
3) 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。
4) 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。
5) Modulus of elasticity
抗弯弹性模量
1.
The objective of this study is to compare three nondestructive methods for evaluating the bending modulus of elasticity(MOE),modulus of rupture(MOR) and compressive strength parallel to grain(σ_c) of Eucalyptus grandia×E.
首先采用3种无损检测设备获得无疵小试样的动态弹性模量,然后进行抗弯弹性模量(MOE)、抗弯强度(MOR)和顺纹抗压强度(σc)的测定,并分析3种无损检测结果与木材强度性质的关系。
2.
The restrain conditions were the design goal of plywood modulus of elasticity parallel and perpendicular to the face grain,panel thickness and number of plies.
从单板压缩率和铺设角度入手,以每层单板厚度为设计变量,单板厚度的加权和最大值为目标函数,同时以胶合板顺纹、横纹抗弯弹性模量和总厚度满足给定设计目标为约束条件,建立了速生树种胶合板弯曲弹性性能优化设计模型。
6) compression modulus
抗压弹性模量
1.
The uncertainty of compression modulus of elastomeric pad bearing.
本文根据JJF 1059-1999《测量不确定度评定与表示》的要求,系统地对公路桥梁板式橡胶支座的抗压弹性模量检测结果的不确定度进行了研究。
2.
The uncer tainty of compression modulus of elastomeric bearing pads is evaluated and resea rched.
本文根据JJF1059-1999《测量不确定度评定与表示》的要求,系统地对公路桥梁板式橡胶支座的抗压弹性模量检测结果的不确定度进行了研究。
补充资料：表观弹性模量
分子式：
CAS号：
性质： 在减震橡胶制品中，由于橡胶与金属黏着界面的形状效应，不能仅由形状尺寸和橡胶的弹性模量来决定不同方向的弹簧常数，为此将表观弹性模量Eap定义为：圆柱形：Eap=(3+4.9355S2)G正方形：Eap=(3+6.580S2)G无限长柱：Eap=(4+3.290S2)G式中G为剪切弹性模量，S为形状因子。
CAS号：
性质： 在减震橡胶制品中，由于橡胶与金属黏着界面的形状效应，不能仅由形状尺寸和橡胶的弹性模量来决定不同方向的弹簧常数，为此将表观弹性模量Eap定义为：圆柱形：Eap=(3+4.9355S2)G正方形：Eap=(3+6.580S2)G无限长柱：Eap=(4+3.290S2)G式中G为剪切弹性模量，S为形状因子。
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