1) buckling resistance
翘曲阻力
2) warping stress
翘曲应力
1.
According to one-dimensional heat conduction hypothesis, the thermal field of cement concrete pavement was got and the warping stress of porous concrete base at the top was calculated.
根据一维热传导假设,求解水泥混凝土路面的温度场,计算得出多孔混凝土基层顶面的翘曲应力;求解多孔混凝土基层的胀缩应力,提出基层开裂临界温度差的预估方法以及基层开裂时接缝间距的计算方法;推荐了常见路面结构厚度范围多孔混凝土基层的接缝间距。
2.
The relationship among temperature warping deformation,temperature warping stress and warping related stress is analyzed for a cement concrete beam placed on rigid basement.
针对置于刚性地基上的砼梁 ,讨论了温度翘曲与翘曲应力、温度翘曲与翘曲复合应力的关系 ,分析了温度翘曲对水泥砼路面的影响 ,分析表明 :翘曲应力和复合翘曲应力对水泥砼路面的影响十分显著 ,它与翘曲变形有直接的因果关系 ,必须予以考
3.
By setting up finite element model,the load stress and the warping stress of the two materials pavement are calculated and compared.
建立有限元模型,计算配置两种材料道面的荷载应力与翘曲应力并进行比较。
3) Curling stress
翘曲应力
1.
The formulas for calculating temperature curling stresses of double-layer (direct, bonded and separate) airport pavement were derived by using the finite elements method, vis-coelastic theory and Goodman model theory, from which the relevant computer program VT23 was developed by way of the initial strain incremental finite elements method.
根据有限元位移法、粘弹性模型和Goodman模型理论,研究了水泥混凝土机场双层道面(考虑三种结合方式:直接式、结合式以及分离式)的温度翘曲应力。
2.
According to the character of airport pavement, program ET03 for calculating thermal curling stresses is compiled by 3 D F E M.
根据机场道面厚度较大的特点，以三维８结点有限元位移法为基础，编制了计算厚道面温度翘曲应力程序ＥＴ０３。
3.
According to visco elastic model and initial strain incremental finite element method, the numerical temperature curling stresses approach taken into material of viscoelastic character accunt is presented, and computer program VT05 is drawn up.
以线粘弹性模型理论和有限元初应变增量法为基础，提出了考虑材料粘弹性性质的水泥混凝土路面温度翘曲应力的数值计算方法，并编制了相应的计算机程序ＶＴ０５。
4) buckling force
翘曲力
5) warping moment
翘曲力矩
6) warping shear stress
翘曲剪应力
补充资料：肺循环阻力(或全肺阻力)
肺循环阻力(或全肺阻力)
pulmonary circulation resistance
血液在肺部血管内流动时和血管壁之间的摩擦力和血液内部的摩擦阻力。肺动脉管壁较薄，分支短而管径大，故肺动脉的可扩性较大，对血流的阻力很小，仅0.12PRU(外周阻力单位)。肺循环动脉部分总的阻力和静脉部分总的阻力相等，故血液流动时在动脉部分的压力降落和静脉部分的压力降落相等。
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