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钢支撑设计计算方法有哪些

浏览：36次 | 提问时间： 07-30 09:50
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机器猫带我穿越时光 07-30 09:50

钢支撑质量检测包括以下三个内容：1、*尺寸：钢架*尺寸应符合设计要求。2、强度和刚度：钢支撑必须具备足够的强度和刚度。3、焊接：检测时，要注意是否有假焊，焊缝长度、深度是否符合要求。

不忘初心你又与谁 07-30 09:59

轴力计算是一样的。但具体设计计算有区别。钢支撑除了计算抗压强度是否满足要求之外，还要计算稳定性是否满足要求。因为钢支撑一般长细比较大，有可能失稳。希望能够帮助到你吧！

在执着什么 07-30 10:07

1、  特征值屈曲分析；  2、  非线性屈曲分析；特征值屈曲分析通过应力刚度矩阵  [  S  ]  来考虑荷载作用对结构刚度的加强或减弱，通常用  于计算理想结构的分叉屈曲荷载，确定结构的屈曲形状，为进一步非线性分析准备。由于在计  算中不考虑结构的初始缺陷和各种非线性因素，因此其计算结果为极限承载力的上限。在ANSYS  特征值屈曲分析中需要打开预应力开关以计算应力刚度矩阵。非线性屈曲分析利用载荷增量法逐步的增加荷载，  利用整体刚度矩阵  K  

神经女 07-30 10:15

  0  来确定结构转  变为不稳定平衡的临界荷载，可以充分考虑初始缺陷、材料的弹塑性和结构的大变形效应，因  此结果精确，并且能够得到结构载荷～位移全过程曲线。  传统的  Newton－Raphson  法和修正的  Newton－Raphson  法，都无法越过荷载～位移曲线  的极值点，在邻近极值点时结构刚度矩阵会发生奇异，迭代方法在极值点附近失效，会低估结  。  构实际的承载能力，并且无法知道结构的后屈曲特性（凌，2004）  Batoz（1979）利用位移增

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