1) creep strain increment
徐变应变增量
1.
In this paper,several types of expressions of the creep strain increment equation are discussed with the aid of mean value theorem of integral, and mistakes of these equations in contemporary published literature are indicated and the correct equation is worked out.
用有限元法进行钢筋混凝土结构徐变分析时，必须应用徐变应变增量方程。
2) creep strain
徐变应变
1.
The measured strain of concrete includes the elastic strain,creep strain and also the non-stress strain like the concrete free deformation and temperature strain.
混凝土实测应变包含弹性应变、徐变应变及混凝土自由变形、温度应变等非应力应变。
3) strain increment
应变增量
1.
Applying the law of least square,an optimum straight line is fitted,then the optimum value of strain increment Δε is determined.
因此 ,应用最小二乘法可以拟合一条最佳直线 ,进而确定应变增量Δε的最佳
2.
In order to study inherent relation of strain parameters in depth,the relation between different strain increments and Lode parameter was formulated,hence the quantitative relation between strain increments was given directly.
为深入研究各应变参量间的内在联系,推导出应变增量与罗德系数间关系的表达式,直观地给出了不同应变增量间的定量变化关系。
3.
It is suitable using the simulation results of main strain for analysis in ANSYS-2D and using the simulation results of plasticity zone in FLAC-2D and using the simulation results of strain increment in FLAC-3D.
结合工程实例,采用ANSYS-2D,FLAC-2D和FLAC-3D程序对导水断裂带发育规律进行了大量计算和分析,认为:ANSYS-2D宜采用主应变指标来确定;FLAC-2D宜采用塑性区范围来确定;FLAC-3D宜采用应变增量(曲率)指标来确定。
4) lncremental strain
增量应变
5) creep effect
徐变效应
1.
To study the creep effect on steel reinforced concrete beam,a mathematic model of creep function was developed,then some analytic models based on visco-elasticity theory were given to the computation procedure of creep effect,such as the bearing capacity,strain variation,deformation and interface slip.
研究了徐变效应对钢骨混凝土梁受力性能的影响。
2.
During the beam-preserving time,creep effect increases the deformation, which may exceed the code limits.
由于预应力等因素的影响,后张预应力混凝土T梁在张拉阶段会产生一定的反拱和侧弯现象;存梁期混凝土的徐变效应将加剧T梁的变形,变形值可能超过规范规定的限值。
6) creep stress
徐变应力
1.
hermal creep stresses in mass concrete structures are influenced by many random factors including the random temperature in the concrete.
大体积混凝土结构的徐变应力受多种随机因素的影响。
2.
Stochastic finite element method for random the rmal creep stress inmassive concrete structures is presented.
首次尝试将随机有限元法引入大体积混凝土结构随机温度徐变应力的计算。
3.
In creep stress analysis of concrete structures during construction period , the necessity to as-semble and decompose a large stiffness matrix for each time increment makes the computation verylengthy.
由于混凝土的弹性模量与龄期有关，计算混凝土结构施工期徐变应力时，必须将时间划分为一系列时段，在每一时段都要建立和分解刚度矩阵，计算量非常大。
补充资料：和徐商贺卢员外赐绯（一作和徐相公贺襄阳徐
【诗文】：
云雨轩悬莺语新，一篇佳句占阳春。银黄年少偏欺酒，
金紫风流不让人。连璧座中斜日满，贯珠歌里落花频。
莫辞倒载吟归去，看欲东山又吐茵。
【注释】：
【出处】：
全唐诗：卷584-2
云雨轩悬莺语新，一篇佳句占阳春。银黄年少偏欺酒，
金紫风流不让人。连璧座中斜日满，贯珠歌里落花频。
莫辞倒载吟归去，看欲东山又吐茵。
【注释】：
【出处】：
全唐诗：卷584-2
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