Stability Study of Carrying Capacity of Box-section Steel Column with Internal and External Stiffening Rib 带内外加劲肋箱形截面钢塔柱稳定性承载力研究
For stiffening rib in space camera, shell element is usually used. 空间相机结构的加强筋,工程分析常常采用的是壳单元来模拟。
Research on Mechanical Properties of Box Gird with Longitudinal Clapboard and Stiffening Rib The Effect of Stiffener to the Stability of I-steel Beams 箱梁加纵隔板和加劲肋后的力学性能研究加劲肋对工字形钢梁稳定承载力的影响
Pressing Process Analysis and Die Design of Pressing Long Stiffening Rib for Stiffening Plate 加强板长凸筋的冲压工艺分析及模具设计
Type Selection and Dynamic Analysis of Stiffening Rib in Column-box for Direct-drive Gear Hobbing Machine 零传动滚齿机立柱箱筋板选型及动态分析
The paper analyses the stability of rib slab on method of energy, the formula of longitudinal critical force is deduced, and rational arrangement of stiffening rib is discussed. 利用能量法分析了加肋平板的稳定问题,推导了纵向临界力的计算公式,并探讨加劲肋的合理布置。
Analysis Methods of Constructional Orthotropic Plate with Adding Stiffening Rib Rigidity 正交构造异性板计算分析方法探讨
The stiffening rib of box member used in Wuhu Yangtze River bridge is to ensure the local stability, and its effect to cp-value is not obvious. 芜湖桥箱形压杆的加劲肋对ψ值影响不明显,其主要作用在于增强构件的局部稳定。
The Study of Flange Joint with Stiffening Rib under Tension in Tower and Guy Mast Structures 塔桅结构中有加劲肋法兰连接的受力研究
An finite element analysis of flange joint with stiffening rib in power-transformed frames 变电构架中刚性法兰的有限元分析
Effect of stiffening rib size on rectangular steel tube column to H-beam connections with vertical stiffener 加劲肋尺寸对垂直加劲肋方钢管柱-H梁节点的影响
The Effect of the Horizontal Stiffening Rib on the Overall Stability of the Simply Supported Steel Beam 加劲肋对简支钢梁整体稳定性影响分析
Test of a new type of steel-concrete composite slab with shape stiffening rib 带型钢加劲肋的钢板-混凝土组合板的试验
For further optimization design, the influences of weld length, stiffening rib and diaphragm plate for the web stresses distribution are studied and compared. 研究焊缝长度、加劲肋和横隔板等对腹板应力的影响,探讨锚固区设计的进一步优化。
Through comparing the finite element parametric results of the steel channels with different kinds of sections to get the influence of the failure modes and bending strengths by different forms of stiffening rib in the web. 将以上不同截面形式的构件在相同受力状态下的有限元模拟结果进行对比,得出腹板加劲形式不同对屈曲模式和抗弯承载力的影响。
The large-span steel arch shell dome with stiffening rib quantity and shell thickness change, in the role of the earthquake response of displacement will also change. 大跨钢拱薄壳穹顶随着加劲肋数量和薄壳厚度的改变时,在地震作用下的响应位移也会随之变化。