1) Versal deformation
通有形变
2) universal deformation
通用形变
1.
On relative universal deformation and universal deformation of function germs
关于函数芽的相对通用形变与通用形变
3) finite deformation
有限变形
1.
Calculating method of finite deformation exponential hardening of truss subjecting compress load;
杆件受压时有限变形幂次强化计算方案
2.
Analysis of finite deformations of inflatable membrane tubes;
薄膜充气管的有限变形分析
3.
Study on feasible of some strain definition under finite deformation condition;
几种应变定义在有限变形下的适用性研究
4) finite strain
有限变形
1.
An analytical approach to one-dimensional finite strain non-linear consolidation by Lie group transformation;
李群变换求解一维非线性有限变形固结问题(英文)
2.
Upper and lower bounds of effective bulk and shear moduli for a twophase elastic composite with imperfect interface are derived in the case of finite strains.
导出了有限变形下含非完美界面两相复合材料的上下界限。
3.
Different types of theories for finite strain plasticity have been explained.
近15年来,非经典塑性理论突破了经典理论的先验限制,在下述六个方面有独特的发展:①由微小变形向有限变形发展,确立了有限塑性变形理论;②由宏观唯象理论向细观深度发展,确立了塑性细观
5) finite displacement
有限变形
1.
Reciprocal theorem for non-linear elasticity with finite displacements in rectargular cartesian coordinates is established and reciprocal theorems for bending of thin plates with large deflections are given by Fubaolian.
付宝连建立了直角坐标系,建立了有限变形非线性弹性力学的功的互等定理并给出了大挠度弯曲薄板的功的互等定理。
2.
Reciprocal theorem for non-linear elasticity with finite displacements in rectargular cartesian coordinates is established in this paper and reciprocal theorems for bending of thin plates with large deflections are given.
建立了直角坐标系有限变形非线性弹性力学的倒易定理并给出了大挠度弯曲薄板的倒易定理。
3.
The generalized variational inequalities principle of elastic and plastic problem with friction and finite displacement is derived by the use of semi-inverse method.
利用改进的半反推法 ,导出了库仑摩擦约束弹塑性有限变形率形式的广义变分原
6) limited deformation
有限变形
1.
This paper introduces a stress analysis means under limited deformation of rubber core.
介绍了利用光弹实验方法在橡胶等制品有限变形条件下应力分析方法，通过防喷器胶芯的光弹实验，得到了其可能引起破坏的原因，为设计改进提供了依据。
2.
For the first time,the main mechanical characteristics of stored materials and the influence of geometric shape of silo funnel on material fluidization and peak pressure of side wall were researched using limited deformation theory to conduct computer simulation on stored materials in silo.
首次采用有限变形理论对筒仓中贮料的流态进行了计算机模拟 ,探讨了贮料主要力学特性和筒仓漏斗几何形状对贮料流态及侧壁峰值压力的影响 ,并由此提出了判断整体流动和非整体流动的简易方法 。
补充资料：长者李通玄《佛祖历代通载》
【长者李通玄《佛祖历代通载》】
长者李通玄唐宗子也。开元二十八年顺世。长者以七年至太原盂县。有高仙奴者。识其为大贤。馆之斋中。每旦唯服枣十颗柏叶饼如七大者一枚。终日濡毫临纸。未尝接人事。如是三稔。迁马氏古佛堂侧。筑土室以居。尽日危坐而已。阅十年忽囊负经书而去。行二十里。偶一虎当途驯伏。玄抚之曰。吾将著论释华严经。能为择栖止处不。即以经囊负其背而随之至神福山原下土龛之前蹲驻玄取其囊置龛中。虎即妥尾而去。其龛莹洁广六七肘。圆转上下称之。盖天设以卑有道。非人力所为也。长者著论之夕。心穷玄奥口出白光。以代灯烛。于时忽有二女子。容华绝世皆可笄年。衣布衣俱以白巾幪首。日为长者汲泉炷香奉纸墨。每于卯辰之间。辄具净馔置长者前。斋毕彻器则引去莫测所之。如是五载。至长者著论毕。遂灭迹不见。长者美髭髯朗眉目。丹唇紫肥。冠桦皮衣麻衣。长裙博袖散腰徒跣而行。放旷人天靡所拘执。尝一日出山。遇里人高会燕乐。长者就语之曰。汝等好住。吾将归矣。众惊其去有送入山者。至龛而谢遣之。即于是夕烟云凝布岩谷震荡。有二白鹤翔空哀唳。其余飞走悲呜满山。翌日里人共往候之。则已端坐示寂于龛中。寿九十有五。华严论四十卷决疑论四卷。会释二卷。十门玄义排科释略及缘生解迷十明论各一卷。十玄六相普贤行愿华严缘观偈赞诗赋等。里人聚于方山逝多兰若。大历中沙门超广始获之。遂行于世
长者李通玄唐宗子也。开元二十八年顺世。长者以七年至太原盂县。有高仙奴者。识其为大贤。馆之斋中。每旦唯服枣十颗柏叶饼如七大者一枚。终日濡毫临纸。未尝接人事。如是三稔。迁马氏古佛堂侧。筑土室以居。尽日危坐而已。阅十年忽囊负经书而去。行二十里。偶一虎当途驯伏。玄抚之曰。吾将著论释华严经。能为择栖止处不。即以经囊负其背而随之至神福山原下土龛之前蹲驻玄取其囊置龛中。虎即妥尾而去。其龛莹洁广六七肘。圆转上下称之。盖天设以卑有道。非人力所为也。长者著论之夕。心穷玄奥口出白光。以代灯烛。于时忽有二女子。容华绝世皆可笄年。衣布衣俱以白巾幪首。日为长者汲泉炷香奉纸墨。每于卯辰之间。辄具净馔置长者前。斋毕彻器则引去莫测所之。如是五载。至长者著论毕。遂灭迹不见。长者美髭髯朗眉目。丹唇紫肥。冠桦皮衣麻衣。长裙博袖散腰徒跣而行。放旷人天靡所拘执。尝一日出山。遇里人高会燕乐。长者就语之曰。汝等好住。吾将归矣。众惊其去有送入山者。至龛而谢遣之。即于是夕烟云凝布岩谷震荡。有二白鹤翔空哀唳。其余飞走悲呜满山。翌日里人共往候之。则已端坐示寂于龛中。寿九十有五。华严论四十卷决疑论四卷。会释二卷。十门玄义排科释略及缘生解迷十明论各一卷。十玄六相普贤行愿华严缘观偈赞诗赋等。里人聚于方山逝多兰若。大历中沙门超广始获之。遂行于世
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