1) restricted concrete creep deformation
非自由徐变变形
2) restricted concrete shrinkage
非自由收缩变形
3) free deformation
自由变形
1.
The free deformation and solidification structure of initial solidified shell have been observed.
采用悬浮熔炼液滴下落法制得铁碳合金试样 ,对试样初期凝固坯壳的自由变形和凝固组织进行了观察分析。
2.
The forming modes of tube blank change from constrained deformation to free deformation in tube axial compressive forming process, it is important to know the position of node separating from die for study of the process.
管轴压精密成形过程中 ,存在着管坯脱离模具而由约束变形到自由变形的转变 ,因而明确管坯脱模点的位置 ,将对整个成形过程的研究具有重要意义。
3.
Different methods for free deformation have been developed in the recent years to overcome difficulties in direct manipulation of surfaces.
近年来为了克服直接操作自由曲面的困难,提出了几种自由变形方法。
4) free-form deformation
自由变形
1.
Simulation based on physically soft-object free-form deformation
柔软物体物理自由变形仿真
2.
New method for elasto-plastic analysis of free-form deformation structure
自由变形结构弹塑性分析的新方法
3.
The free-form deformation(FFD) method was implemented to deform the PET image with feature points of PET and CT images.
本研究提出了一种自动识别颈部PET-CT图像特征点的算法,它应用自由变形(FFD)方法以CT图像的特征点为参考使PET图像产生变形,再结合最大互信息法对颈部PET与CT图像进行非刚体配准,最后用改进的小波图像融合法把两者进行融合得出视觉效果比较理想的融合图像。
5) free form deformation
自由变形
1.
Three-dimension Human Body Free Form Deformation Method Based on NURBS;
基于NURBS的三维人体自由变形方法
2.
This paper describes a nonrigid registration method of multimodal medical images based on free form deformation, applied in image-guided noninvasive surgery.
提出一种用于非介入手术导航中基于自由变形模型的多模态医学图像非刚性配准方法,对术前MRICT和术中超声图像中都可见的血管结构进行配准。
3.
A new method of free form deformation which is controlled by parametric surface is presented in this paper.
提出了一种新的通过控制参数曲面来实现物体的自由变形的方法。
6) creep deformation
徐变变形
1.
The research with an emphasis on the effects of concrete,tensioning methods as well as stress differences between upper and lower fibers on creep deformation of track girders was carried out.
以实际工程的轨道交通预应力混凝土梁为原型,以跨中截面应力等效与施工工艺相似为原则,共设计6根1∶5大尺度模型梁,对其施工过程中的徐变性能进行了试验研究,重点考察混凝土种类、预应力筋张拉方式和截面应力差等因素对轨道梁徐变变形的影响。
2.
Based on the available long-term deflection prediction data of Humen bridge,we analyze the creep deformation of prestressed concrete box girder of large span continuous rigid bridges in several stages theoretically by use of FEM so as to find out the relation between mid-span upper and lower edge stress dispersion and the structure creep def.
根据已测得的虎门大桥连续刚构桥挠度长期观测数据,建立有限元模型,分阶段对大跨连续刚构桥预应力混凝土箱梁的徐变变形进行理论分析,探讨主梁上下缘应力差与结构徐变的关系。
3.
Increment method is the most effective method to calculate creep deformation and internal force in indeterminate structure on every constructed stage.
为了研究由徐变、收缩引起的变形对桥梁结构的影响,以力的增量形式推导出计算各施工阶段徐变次内力、徐变变形的递推公式,同时将本文的递推公式和传统的位移增量递推公式分别编制计算程序,利用有限元原理就奉化江大桥的施工结束阶段时徐变次内力和徐变变形进行模拟计算,并对两种计算结果进行了比较,提出一种有效计算混凝土桥梁徐变效应的方法。
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