1) vertical dynamic elastic modulus
竖向动弹性模量
2) dynamic modulus
动弹性模量
1.
8 was carried out, and the dynamic modulus variation of the specimen to the erosion time was determined by ultrasonic checking method.
运用超声波技术测定了不同浓度硫酸盐侵蚀下不同水灰比水泥砂浆试件的动弹性模量值,分析了此实验条件下试件动弹性模量随侵蚀时间变化的规律,并对实验结果作了简要的机理分析。
2.
The dynamic constitutive relation and the dynamic modulus are investigated according to the data obtained by dynamic triaxial tests under different conditions such as confining pressure,replacement ratio,initial dry density and initial water c.
在分析和总结前人对纵向增强体复合地基动力特性研究的基础上，本文通过动三轴试验，对模拟深层搅拌桩、灰土桩、CFG桩复合地基的复合试样的动力特性与纯粉土试样的动力特性进行对比分析，根据不同围压、不同置换率、不同干密度和不同初始含水量等因素影响下的动三轴试验所得的资料，较为系统地从动本构关系、动弹性模量等几个方面进行了考察，探索了太原地区粉土经三种不同特性的竖向筋材处理后复合体的动力特性与各影响因素之间的关系。
3.
The dynamic ratio constitutive relationship, the dynamic modulus, the dynamic damping and the dynamic distortion are investigated according to the data obtained by dynamic triaxial tests under different condition such as confining pressure, cement(lime) ratio and age.
在分析和总结前人对水泥土和灰土动力特性研究的基础上,本文通过动三轴试验,将水泥土和灰土的动力特性与纯粉土试样的动力特性进行对比分析,根据不同围压、不同掺灰比和不同龄期等因素影响下的动三轴试验所得的资料,较为系统地从动本构关系、动弹性模量、动变形等几个方面进行了考察,探索了太原地区粉土经两种不同粉体加固处理后土体的动力特性与各影响因素之间的关系,并对水泥土和灰土的动力特性进行了对比分析。
3) Dynamic elastic modulus
动弹性模量
1.
Effect of beam length on determination of dynamic elastic modulus of materials by means of cantilevel beam method;
梁长对悬臂梁振动测定材料动弹性模量的影响
2.
Laboratory experimental study on dynamic elastic modulus of sandy pebble soil subjected to dynamic loading;
砂卵石土在动荷载作用下的动弹性模量研究
3.
Degradation of dynamic elastic modulus of soft clay under cyclic loading;
循环荷载下软土动弹性模量衰减规律研究
4) dynamic modulus of elasticity
动弹性模量
1.
Using compression wave ultrasonic transducers to measure velocity of surface waves and dynamic modulus of elasticity for concrete;
用纵波超声换能器测量砼表面波速和动弹性模量
2.
It was researched that increasing tendency of the dynamic modulus of elasticity and the compressive stength of concrete in standard environment after having been cured at -5-10-15and naturally altering minus temperature(+1-6-5-15).
研究了-5、-10、-15℃及两种自然变负温(+1~-6℃、-5~-15℃)养护条件下及转正温标准养护后混凝土的动弹性模量与抗压强度的变化规律。
3.
It was discussed that the development of dynamic modulus of elasticity and compressive strength of concrete in standard environment after having been cured at -5℃、-10℃、-15℃ for 7days and under condition of changing to minus temperature naturally(+1℃～-6℃、-5℃～-15℃).
本文研究了-5℃、-10℃、-15℃及两种自然变负温(+1℃～-6℃、-5℃～-15℃)养护条件下及转正温标准养护后混凝土的动弹性模量与抗压强度的变化规律,试验结果表明:与标准养护的混凝土的动弹模增长规律相比较,可以利用动弹性模量随时间变化规律确定不同负温下混凝土的损伤程度;与不同负温养护温度下混凝土的强度增长规律相比较,二者的发展规律一致,但对一次冻结模式与多次冻结模式的负温混凝土,二者发展规律存在一定差异。
5) directive elastic modulus
方向性弹性模量
6) elastic modulus in circular direction
环向弹性模量
补充资料：弹性模量
| 弹性模量 elastic modulation 见材料力学性能。 |
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