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作者:

Jiang, Zi-qin (Jiang, Zi-qin.) | Niu, Zi-yao (Niu, Zi-yao.) | Zhang, Ai-Lin (Zhang, Ai-Lin.) | Liu, Xue-chun (Liu, Xue-chun.)

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摘要:

Obtaining a larger moment of inertia and overall stability with smaller material input, which is an effective way to improve the bearing capacity and reduce the self-weight of structural columns. This paper proposes a crosssection corrugated plate steel special-shaped column (CCSC), which is based on the optimization design idea of steel profiled-shaped column section, combined with the comprehensive consideration of the overall stability of steel structure column members, material use efficiency and building interior space utilization rate. The new CCSC is composed of three parts: core square steel pipe, corrugated plate, and flange plate. The high-out-of-plane stiffness characteristic of corrugated plate is utilized to improve the section rotation radius. The three parts above are coordinated to resist lateral load. The square steel pipe and flange plate are the main vertical bearing plates. The new special-shaped column can obtain a larger moment of inertia and overall stability with a smaller material input, thus improving the bearing capacity. Through the combination of theoretical analysis and numerical simulation, the overall stability of the axial compression of CCSC are analyzed, and the instability modes and failure modes of CCSC are revealed. The design method and suggestions for the stability of CCSC under axial compression are put forward. Then, the overall stability design and application suggestion based on conventional square steel tube is given. The results show that the stability design method of CCSC under axial compression can effectively judge the instability mode of CCSC and obtain the ultimate bearing capacity of the whole member. Compared with square steel tube columns with regularized slenderness ratio greater than 0.8 in structural design, the CCSC has obvious advantages in overall stability and steel consumption.

关键词:

Corrugated plate steel structure Design method Axial compression stability Cross-section special -shaped column Flexural buckling Torsional buckling

作者机构:

  • [ 1 ] [Jiang, Zi-qin]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 2 ] [Niu, Zi-yao]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 3 ] [Zhang, Ai-Lin]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Liu, Xue-chun]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 5 ] [Jiang, Zi-qin]Beijing Engn Res Ctr High Rise & Large Span Prestr, Beijing 100124, Peoples R China
  • [ 6 ] [Zhang, Ai-Lin]Beijing Engn Res Ctr High Rise & Large Span Prestr, Beijing 100124, Peoples R China
  • [ 7 ] [Liu, Xue-chun]Beijing Engn Res Ctr High Rise & Large Span Prestr, Beijing 100124, Peoples R China
  • [ 8 ] [Zhang, Ai-Lin]Beijing Adv Innovat Ctr Future City Design, Beijing 100044, Peoples R China

通讯作者信息:

  • [Jiang, Zi-qin]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China;;[Jiang, Zi-qin]Beijing Engn Res Ctr High Rise & Large Span Prestr, Beijing 100124, Peoples R China;;

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来源 :

THIN-WALLED STRUCTURES

ISSN: 0263-8231

年份: 2023

卷: 194

6 . 4 0 0

JCR@2022

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