1) fiat strip initial geometrical imperfection
平直条状初始几何缺陷
2) initial geometric imperfection
初始几何缺陷
1.
Measurement results showed that there was obvious cross section distortion in the cut stub columns after cutting, resulting in the large additional initial geometric imperfections along the length, which would affect the axial compressive ultimate strength and the fa.
以2个辊轧成型的C形冷弯薄壁型钢截面为研究对象,在长构件中切割短柱,测试了切割后短柱的歪曲变形和切割前后短柱沿长度方向的初始几何缺陷。
2.
Stability of a spherical dome with initial geometric imperfections is analyzed based on the nonlinear finite element method.
该文采用非线性有限元理论,对球形圆顶屋盖考虑初始几何缺陷的结构进行了稳定分析,着重从集中荷载、全跨均布荷载、半跨均布荷载3种工况进行特征值屈曲分析,预测结构的理论屈曲强度,再以弧长法对结构变形进行全过程跟踪,求得极限临界荷载。
3.
These parameters are initial geometric imperfection, residual stresses, width to thickness ratio and aspect ratio of the panels.
重点研究了板的初始几何缺陷、残余应力、高厚比及边长比等影响因素与抗剪极限承载力的关系,推导出铰接刚性边界焊接板抗剪承载力计算公式。
3) initial geometrical imperfections
初始几何缺陷
1.
A simplified mechanical model of ultrahigh pillar with initial geometrical imperfections was established and the stability of the system was discussed by means of initial deflection function,the stress-strain relation of rock,the strain-curvature relation,static balance at elastic stage and at elastoplastic stage.
针对具有初始几何缺陷的超高矿柱稳定性问题建立了一个简化的力学模型,基于初始挠度的形状、岩石的应力–应变关系、应变–曲率关系及静力平衡关系对具有初始挠度的矿柱的弹性及弹塑性稳定性进行了探讨,确立了超高矿柱稳定性对初始几何缺陷的依从关系,确定了具有初始几何缺陷的超高矿柱的弹塑性失稳的极限载荷。
2.
The initial deviations of the joint positions are the main initial geometrical imperfections that affect the stability behaviors of the long-span spatial structures.
节点位置偏差是影响大跨度空间结构整体稳定性的一个主要初始几何缺陷,但目前关于实际结构中节点位置缺陷的资料还很少。
3.
Considering geometrical and material dual nonlinear nature, the ultimate bearing capacity of open stiffened plates with initial geometrical imperfections and residual stress is analyzed.
以开口加劲板为研究对象,计入几何和材料双重非线性的影响,分析了具有初始几何缺陷和残余应力的开口加劲板的稳定极限承载力。
4) Initial Geometric Imperfections
初始几何缺陷
1.
In second-order elastic analysis of the partially-braced steel frames, the initial geometric imperfections of overall frame as well as its individual member should not be neglected.
在钢框架二阶弹性分析中,结构整体初始几何缺陷和构件的初始几何缺陷是实际存在的,其影响不应忽略。
2.
Details of the model including element type,mesh discretization,material model,boundary conditions,solution method,residual stresses and initial geometric imperfections are presented.
提出了一种基于有限元的考虑初始缺陷的塑性区模型,详细介绍了这种模型的单元类型、网格密度、材料属性、边界条件、求解方法以及残余应力和初始几何缺陷的施加,并通过和经典的Vogel框架计算结果的对比,验证了模型的可靠性。
5) initial geometry defect
初始几何缺陷
1.
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
2.
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
补充资料:条状
1.列举情状。
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