变形分布 meaning in English
deformation distribution
strain distribution
Examples
- Study on surface movement and displacement based on velocity of subsidence
下沉速度法研究地表移动变形分布规律 - 4 . analysis is conducted on the stress and deformation of the faced rockfill dam of gongboxia water power station , including their distribution and pattern with and without rheological calculated , and the influence of rockfill rheology on faced and surrounding seams
研究公伯峡水电站混凝土面板堆石坝在不计入堆石流变性和计入堆石流变性两种情况下，面板坝的应力变形分布规律，以及计入堆石流变后对面板和周边缝所产生的各种影响。 - The thesis analyzes the inner cracking reason for the hot rolled sheet based on texture orientation transformation , simulates the forming process of drawing sheet by the barlat - lian anisotropic yield criteria , and discusses the cracking mechanism in the deforming and stress distribution
本文由该材料的微观织构取向变化分析造成板开裂的内在原因，根据能够准确描述塑性各向异性的材料模型，模拟了冲压板开裂圆件成型过程，由其变形分布和应力分布探讨开裂机理。 - Analyzed with the developed software , the stress and deformation distributions of f320 derrick and j250 / 42 - k derrick under several working conditions are obtained . the results obtained here are consistent with tha t obtained with supersap93 , which illustrates the program is correct and practicable . finally a fem pre - processor and post processor is developed
本论文用编制的程序分析了f320型和jj250 / 42 - k型石油钻机井架在几种工况下的应力、变形分布，及两种井架的固有模态、屈曲模态和可靠性，所得结果与supersap93的计算结果比较，应力和位移误差均相差很小，说明本程序系统是正确可行的。 - C ompared the results of structural period , displacement and internal forces of mode 1 with mode 3 , we can know that the hypo - frame can increase the lateral stiffness of the mega steel - frame structures , decrease lateral - deformation of the structures , especially decrease the maximum inter - storey displacement obviously , and get the internal forces and deformation of the whole structure more uniform . from the analysis results , it can be found that the maximum axial force gets less with hypo - frame than without it , and the maximum shear force and bending moment get more with hypo - frame than without it . thus it can be seen that the mainframe can be an independent structure system by itself , but the cooperation of main and hypo frame should be considered for conducting the entire analysis and design , otherwise the mega structure can be unsafe , in addition , from the comparing analysis , it can be found that the shear force and bending moment of inside - row columns are increased much more than those of outside - row ones in a mega column
通过3个算例方案1和方案3结构周期、位移和内力反应的比较分析可知，次框架可以进一步增加巨型钢框架结构的抗侧刚度，减少结构侧向变形，特别是明显减少了结构最大层间位移，使整个结构的内力与变形分布更为均匀；次框架的加入使主框架柱最大轴力较无次框架情况减少，而主框架柱的最大剪力和弯矩较无次框架情况都有所增加，由此可知，虽然主框架本身可以成为独立的结构体系，但在分析设计时，还应该考虑主、次框架协同工作，进行整体分析、整体设计，否则结构会偏于不安全。