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1)  early age elastic modulus
早龄期弹性模量
2)  Early-age Shrinkage Crack
早龄期塑性开裂
3)  early age
早龄期
1.
Characteristics of early age shrinkages development of HPC containing mineral admixtures;
加掺合料高性能混凝土早龄期收缩特性
2.
Experimental research on the damaged characteristics of concrete at early age and subjected to static or dynamic load;
早龄期混凝土静力与动力损伤特性的试验研究
3.
A new eddy current method is proposed which can be applied for concrete early age shrinkage(3 d) measurement without constraint conditions.
研制了一种无约束条件下测量混凝土早龄期收缩的新方法———电涡流法。
4)  early ages
早龄期
1.
A prediction formula on tensile basic creep,which takes into account the effects of fundamental mechanical properties at early ages,age at loading and initial stress-strength ratio and so forth,is built by modifying previous classical creep models and with material behavior of hardening HPC,and a set of the parameters in the formula are obtained by fitting a great deal of experimental data.
为了建立物理意义明确、结果合理、精度较高的高性能混凝土(HPC)早龄期拉伸徐变的预测方法和公式,贡献于高精度的应力解析、早期开裂预测和裂缝控制,本研究在深入分析已有徐变模型的基础上,考虑硬化过程中HPC的物性发展特征,建立了硬化期间HPC拉伸徐变的预测式;通过大量实验数据的拟合和优化获得了预测式中的诸项待定参数,最后通过验证实验考察了该预测式的可靠性和精度。
2.
An experimental study on tensile creep of high performance concrete at early ages;
对早龄期高性能混凝土的拉伸徐变特性把握,能够为高精度的应力解析及开裂预测提供重要参数。
5)  early-age
早龄期
1.
Tentative research on non-destructive detection of early-age elastic modulus of concrete;
混凝土早龄期弹性模量无损检测初探
2.
Study on non-destructive detection methods used to determine static modulus of elasticity of early-age concrete;
无损检测方法推定混凝土早龄期静弹性模量试验研究
3.
In order to avoid the early shrinkage cracking in concrete structures,the early-age tensile elastic modulus of commercial concrete is studied by a home-made experimental device,and the difficult problem of centering is solved successfully.
从制约混凝土结构收缩裂缝发展的角度,利用自行研制的轴向拉伸试验装置进行了商品混凝土早龄期的受拉弹性模量试验研究,试验装置成功地解决了轴向拉伸试验的对中难题。
6)  early-age creep
早龄期徐变
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。

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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