Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading
This paper presents a numerical study of reduced beam section (RBS) beams with vertical and horizontal stiffeners. For RBS beams, it is speculated that strength deterioration will be caused by lateral buckling and local buckling. Supplemental lateral bracing (SLB) can prevent lateral buckling but no...
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| Format: | Article |
| Language: | English |
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Wiley
2018-01-01
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| Series: | Journal of Engineering |
| Online Access: | http://dx.doi.org/10.1155/2018/6173873 |
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| author | Iori Kanao Tianrui He Zheng Yu Kiyotaka Morisako |
| author_facet | Iori Kanao Tianrui He Zheng Yu Kiyotaka Morisako |
| author_sort | Iori Kanao |
| collection | DOAJ |
| description | This paper presents a numerical study of reduced beam section (RBS) beams with vertical and horizontal stiffeners. For RBS beams, it is speculated that strength deterioration will be caused by lateral buckling and local buckling. Supplemental lateral bracing (SLB) can prevent lateral buckling but not prevent local buckling in the RBS portion. In the previous research, the effect of vertical or horizontal stiffeners in RBS portion was shown to restrain local buckling of the RBS portion. But RBS with vertical stiffeners causes stress concentration at flange, and strength of RBS with horizontal stiffeners is lower than RBS with vertical stiffeners. In this paper, various patterns of placing stiffeners at the RBS portion are presented. The effect of vertical stiffeners and horizontal stiffeners arranged at the RBS portion is discussed based on length. It is confirmed that, without placing supplemental lateral bracing (SLB), vertical and horizontal stiffeners can delay the occurrence of local buckling and prevent stress concentration. Moreover, the strength can be sustained above 0.8Mp. |
| format | Article |
| id | doaj-art-f4d34e786c1f4b7c8b12acd2b9248d07 |
| institution | Kabale University |
| issn | 2314-4904 2314-4912 |
| language | English |
| publishDate | 2018-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Journal of Engineering |
| spelling | doaj-art-f4d34e786c1f4b7c8b12acd2b9248d072025-02-03T01:03:11ZengWileyJournal of Engineering2314-49042314-49122018-01-01201810.1155/2018/61738736173873Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic LoadingIori Kanao0Tianrui He1Zheng Yu2Kiyotaka Morisako3Kyoto Institute of Technology, Matsugasaki, Sakyo-ku, Kyoto 6068585, JapanKyoto Institute of Technology, Matsugasaki, Sakyo-ku, Kyoto 6068585, JapanMCC Capital Engineering & Research Incorporation Limited, Daxing District, Beijing 100176, ChinaKyoto Institute of Technology, Matsugasaki, Sakyo-ku, Kyoto 6068585, JapanThis paper presents a numerical study of reduced beam section (RBS) beams with vertical and horizontal stiffeners. For RBS beams, it is speculated that strength deterioration will be caused by lateral buckling and local buckling. Supplemental lateral bracing (SLB) can prevent lateral buckling but not prevent local buckling in the RBS portion. In the previous research, the effect of vertical or horizontal stiffeners in RBS portion was shown to restrain local buckling of the RBS portion. But RBS with vertical stiffeners causes stress concentration at flange, and strength of RBS with horizontal stiffeners is lower than RBS with vertical stiffeners. In this paper, various patterns of placing stiffeners at the RBS portion are presented. The effect of vertical stiffeners and horizontal stiffeners arranged at the RBS portion is discussed based on length. It is confirmed that, without placing supplemental lateral bracing (SLB), vertical and horizontal stiffeners can delay the occurrence of local buckling and prevent stress concentration. Moreover, the strength can be sustained above 0.8Mp.http://dx.doi.org/10.1155/2018/6173873 |
| spellingShingle | Iori Kanao Tianrui He Zheng Yu Kiyotaka Morisako Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading Journal of Engineering |
| title | Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading |
| title_full | Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading |
| title_fullStr | Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading |
| title_full_unstemmed | Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading |
| title_short | Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading |
| title_sort | behavior of rbs beams reinforced by stiffeners subjected to cyclic loading |
| url | http://dx.doi.org/10.1155/2018/6173873 |
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