Buckling of Bolt-Supported Plates and Its Application

Genshu Tong

doi:10.13206/j.gjgS23032920

Volume 39 Issue 6

Jun. 2024

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Article Navigation > STEEL CONSTRUCTION(Chinese & English) > 2024 > 39(6): 48-51

Genshu Tong. Buckling of Bolt-Supported Plates and Its Application[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(6): 48-51. doi: 10.13206/j.gjgS23032920

Citation:

Genshu Tong. Buckling of Bolt-Supported Plates and Its Application[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(6): 48-51. doi: 10.13206/j.gjgS23032920

Genshu Tong. Buckling of Bolt-Supported Plates and Its Application[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(6): 48-51. doi: 10.13206/j.gjgS23032920

Citation:

Genshu Tong. Buckling of Bolt-Supported Plates and Its Application[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(6): 48-51. doi: 10.13206/j.gjgS23032920

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Buckling of Bolt-Supported Plates and Its Application

doi: 10.13206/j.gjgS23032920

Genshu Tong

Institute of High Performance Structures, Zhejiang University, Hangzhou 310058, China

Received Date: 2023-03-29
Available Online: 2024-06-24

Abstract

Abstract

Plates supported by bolts find application in bolted connections and in composite walls whose two face plated are interconnected by tie bolts and concrete is filled in between. This article presents the formula of the buckling stresses of this type of plate when plate-like and column-like buckling occur respectively. The bolt-bolt distances both in line and in row were determined by requiring their capacity be the yielding strength. The difference between the composite wall with double face-plate and tie-bolts and the multicellular concretefilled tube wall is discussed and the design requirement on tie-bolts are provided
- buckling,
- plate,
- bolt,
- tie bolt,
- duble steel plate concrete composite wall

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References(6)

References

[1]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB50017-2017[S].北京:中国建筑工业出版社,2018.
[2]	Norris C H,Polychrone D A,Capozzoli L S.Buckling of intermittently supported rectangular plates[J].Welding Journal,1951,30:546-556.
[3]	杨嘉胤.非均匀压力下竖向加劲和双向加劲钢板墙的稳定性[D].杭州:.浙江大学,2015.
[4]	童根树.钢结构的平面外稳定[M].北京:中国建筑工业出版社,2013.
[5]	European Standard Committee.Eurocode 3-design of steel structures-part 1-5:plated structural elements,rue de stassart:36 B-1050[S].Brussels:ESC,2006.
[6]	童根树.钢结构与钢-混凝土组合结构设计方法[M].北京:中国建筑工业出版社,2022.

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