矩形截面大偏心受压构件计算分析
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中铁第一勘察设计院集团有限公司 甘肃兰州 730000,中铁第一勘察设计院集团有限公司 甘肃兰州 730000

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U24

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The calculationSand analysis of rectangular cross-section of Large eccentric compression member
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    摘要:

    利用容许应力法计算实体矩形截面大偏心受压构件时需解一个关于y的无二次项的一元三次方程:y3+py+q=0 (方程(1)),以往的各类文献对偏心受压构件的介绍,多侧重于构件的受力特点、破坏形态及其与构件的截面尺寸、长度、材料的关系等等,极少有涉及方程(1)的求解论述,实际上方程(1)的解直接决定了截面的检算结果;利用高等数学原理,从数学角度详细分析了方程(1)的解,列举出解存在的八种情况:1. p>0 q>0,2. p >0 q <0 3.p <0 q >0 fmin<0 ,4. p <0 q >0 fmin>0,5. p <0 q >0 min=0,6. p <0 q <0 fmax<0,7. p <0 q <0 fmax>0,8.p <0 q <0 fmax=0,结合工程应用,对大量偏心受压构件进行计算、归纳、总结;提出对八种情况进行取舍的意见,尤其应注意情况3时的解,情况3时有两正解,求解不当可能会得到错误结果。

    Abstract:

    When use the allowable stress method to calculate a solid rectangular cross section,which was a compression member with large eccentricity ,need to solve a cubic equation about Y which has no quadratic term :y3+py+q=0(equation(1)). Previous literature on eccentric compression member introduction, focuses on the components of the stress characteristics, failure pattern and the section size, length, material relations and so on, there is little to solve the equation (1 ) states, in fact the solution of equation (1) directly determines the results of the cross section calculation .This paper using higher mathematics principle detailed analysis the solution of equation(1) from the mathematical point of view. enumerate solutions exist eight cases:1. p>0 q>0,2. p >0 q <0 3.p <0 q >0 fmin<0 ,4. p <0 q >0 fmin>0,5. p <0 q >0 min=0,6. p <0 q <0 fmax<0,7. p <0 q <0 fmax>0,8.p <0 q <0 fmax=0, combined with the engineering application calculation, induction, summary of many large eccentric compression member has been done; put forward opinions of eight cases, especially should pay attention to the solution of the third case , this case has two positive solutions, solving the undeserved may get the wrong result, the designer should pay special attention to it..

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引用本文

王军,军. 矩形截面大偏心受压构件计算分析[J]. 科学技术与工程, 2014, 14(1): .
wangjun and. The calculationSand analysis of rectangular cross-section of Large eccentric compression member[J]. Science Technology and Engineering,2014,14(1).

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  • 收稿日期:2013-08-09
  • 最后修改日期:2013-08-09
  • 录用日期:2013-09-09
  • 在线发布日期: 2014-01-21
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