English translation for "初始几何缺陷"
|
- initial geometrical defect
Related Translations:
初始同步: initial synchronization
- Example Sentences:
| 1. | Influence of initial geometry defect on ultimate bearing capacity of cfst arch bridge
初始几何缺陷对大跨钢管砼拱桥极限承载力的影响 | | 2. | The whole computer simulation process for initial geometry defects affect ultimate bearing capacity of concrete - filled steel tubular arch bridges
大跨度钢管砼拱桥考虑初始几何缺陷对极限承载力影响的计算机模拟 | | 3. | By solving the dynamic buckling equation numerically , the effect of pre - load , impact yate and geometrical imperfection on critical impact load is studied
文中考查了静力预载荷、冲击载荷速度以及初始几何缺陷对临界冲击载荷的影响。 | | 4. | The influences played by temperature rise , the degree of moisture concentration , fiber volume fraction , shell geometric parameter , total number of plies , stacking sequences and initial geometric imperfections are studied
讨论了温度和湿度，纤维体积比率，壳体几何参数，铺层数，铺层方式和初始几何缺陷等各种参数变化的影响。 | | 5. | In active code for design of steel structures , axially compressed members are calculated not as torsional - flexural buckling but as flexural buckling with equivalent slenderness ratio , residual stress and initial geometry imperfection are also taken into account as flexural buckling
我国现行钢结构设计规范( gb50017 )采用换算长细比的方法将弯扭失稳等效为弯曲失稳，其残余应力和初始几何缺陷均按弯曲失稳考虑。 | | 6. | Local buckling capacity of steel composite beam subjected to combined bending , shear and patch loading is one of key problem in steel structures design . the computational formula for local stability of web was based on the assumption of infinite - elastic perfect plates in the steel structures design code ( gbj17 - 88 ) . but in the revised code ( gb50017 - 2003 ) , this formula was made big change with reference to british code ( bs5950 , partl ) and australian code ( as4100 ) , the related research result of our country was included as well . in the modified formula , influence of early geometric imperfection and elastic - plastic buckling stage were considered , which is compatible with both actual circumstance of engineering and the strength formula of beams under bending stresses ( considering partial plasticity of the section ) . in this paper , the preceding problem is deeply analyzed and studied , considering the effects of various geometric parameters and stress combinations on buckling critical stress of web , the revised local buckling correlative formula for transverse and longituded stiffened web panels under combined stresses is analyzed and verified by finite element method
组合钢梁腹板在弯、剪及局压复合应力作用下的局部屈曲承载能力是钢结构设计中需考虑的问题，新的《钢结构设计规范》 ( gb50017 ? 2003 )对此部分内容作了较大改动，原规范中关于腹板局部稳定的计算公式是基于无限弹性的完善板假定；新的规范则参考了英国规范( bs5950 part1 )及澳大利亚规范( as4100 )并结合我国相关研究成果，考虑了屈曲进入弹塑性阶段以及初始几何缺陷的影响。这不仅与工程实际情况相符，而且也与钢梁在弯曲应力作用下允许截面部分进入塑性的计算公式相协调。 | | 7. | The simplified geometric nonlinear theory is used in post - buckling analysis . galerkin method is employed to derive the eigenvalue equation of the shell containing initia l geometrical imperfections . the buckling critical load is get . the program for calculating the buckling critical load is developed and the numerical example is given .
采用简化的几何非线性理论，进行了后屈曲分析，应用galerkin法推导得到了含有初始几何缺陷的编织复合材料圆柱壳的屈曲特征方程，得到了临界荷载的计算公式，编制了相应的计算机程序，并给出了具体算例，得到了一些有益的结论。 |
- Similar Words：
- "初始机器加载" English translation, "初始机器加载, 初始机器装入" English translation, "初始机器码" English translation, "初始极大值" English translation, "初始极化" English translation, "初始几何图形交换规范" English translation, "初始剂量期" English translation, "初始剂量期间" English translation, "初始寄存器指示符" English translation, "初始计数" English translation
|
|
|
