有张力的弹性支承单侧单向加肋矩形板的柱面弯曲问题

孙仁博; 玉玳瑜

doi:10.11835/j.issn.1674-4764.1989.04.004

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有张力的弹性支承单侧单向加肋矩形板的柱面弯曲问题

更新时间：2023-11-28

- 有张力的弹性支承单侧单向加肋矩形板的柱面弯曲问题
- CYLINDRICAL BENDING PROBLEM OF RECTANGULAR PLATES STIFFENED ON ONE SIDE ALONG ONE DIRECTION WITH ELASTIC SUPPORTS AND TENSILE FORCES
- 土木与环境工程学报（中英文） 1989年11卷第4期
- 作者机构：
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- 基金信息：
  
  国家教委高校科学技术基金资助，建设部城乡建设科技发展基金资助课题
- DOI：10.11835/j.issn.1674-4764.1989.04.004
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- 纸质出版：1989
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孙仁博, 玉玳瑜. 有张力的弹性支承单侧单向加肋矩形板的柱面弯曲问题[J]. 土木与环境工程学报（中英文）, 1989,11(4).

CYLINDRICAL BENDING PROBLEM OF RECTANGULAR PLATES STIFFENED ON ONE SIDE ALONG ONE DIRECTION WITH ELASTIC SUPPORTS AND TENSILE FORCES[J]. Journal of Civil and Environmental Engineering, 1989, 11(4).
孙仁博, 玉玳瑜. 有张力的弹性支承单侧单向加肋矩形板的柱面弯曲问题[J]. 土木与环境工程学报（中英文）, 1989,11(4). DOI： 10.11835/j.issn.1674-4764.1989.04.004.

CYLINDRICAL BENDING PROBLEM OF RECTANGULAR PLATES STIFFENED ON ONE SIDE ALONG ONE DIRECTION WITH ELASTIC SUPPORTS AND TENSILE FORCES[J]. Journal of Civil and Environmental Engineering, 1989, 11(4). DOI： 10.11835/j.issn.1674-4764.1989.04.004.

摘要

本文从工程实际问题出发

以严密的解析解计算结果为基础

建立起有张力的单侧单向加肋矩形板的柱面弯曲基本方程式。结合工程问题

给出了板的弹性支承在特定变形条件下的解答。并通过算例

与有关文献进行了比较

表明文中结果是可行的。

Abstract

On the basis of the calculated results of accurate analytic solution of stiffened rectangular plates

the general equations of cylindrical bending of the plates with tensile forces are established for engineering practice.Its solution combining with engineering problem is given for the special defor-mation conditions of elastic supports.In the paper

the numerical example is given and compared with references

it shows that the results are available.

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