• Complex
  • Title
  • Keyword
  • Abstract
  • Scholars
  • Journal
  • ISSN
  • Conference
搜索

Author:

Li, Chuan-Hao (Li, Chuan-Hao.) | Liu, Xue-Chun (Liu, Xue-Chun.) (Scholars:刘学春) | Zhang, Ai-Lin (Zhang, Ai-Lin.) | Chen, Xuesen (Chen, Xuesen.) | Zhang, Jing (Zhang, Jing.) | Li, Zhaoqi (Li, Zhaoqi.)

Indexed by:

EI Scopus SCIE

Abstract:

A novel concrete encased extended I-shaped steel composite (EI-CES) column with less reinforcement for prefabricated structures is proposed. Eight EI-CES stub columns with one covered by concrete fireproof board, and two bare extended I-shaped steel stub columns, are tested under axial compression loads. The effects of stirrup spacing, stirrup form, proportion of steel sectional area, and concrete compressive strength on the axial compressive behaviour of composite columns are studied by test and finite element analysis. According to the results, the concrete cover with less reinforcement can prevent internal steel instability under axial compression. 25 mm thickness of concrete cover can satisfy the load-carrying capacity and serviceability requirements for the composite column. The premature spalling of concrete cover can be prevented by installing fireproof board, reducing stirrup spacing, and using closed stirrups. The proportion of steel sectional area in composite columns increasing from 7.5 % to 9.6 % has no effect on the maximum material full-utilization coefficient, but can reduce premature concrete cracks and improve the residual strength of EI-CES columns. The concrete compressive strength in composite columns decreasing from C50 to C30 can improve the maximum material full-utilization coefficient and residual strength. The composite columns have excellent post-peak deformability. A formula for the axial resistance of EI-CES columns is proposed and validated.

Keyword:

Ductility Concrete encased steel Experimental study Axial compressive behaviour FE analysis Less reinforcement

Author Community:

  • [ 1 ] [Li, Chuan-Hao]Beijing Univ Technol, Beijing Engn Res Ctr High Rise, Large Span Prestressed Steel Struct, Beijing 100124, Peoples R China
  • [ 2 ] [Liu, Xue-Chun]Beijing Univ Technol, Beijing Engn Res Ctr High Rise, Large Span Prestressed Steel Struct, Beijing 100124, Peoples R China
  • [ 3 ] [Zhang, Ai-Lin]Beijing Univ Technol, Beijing Engn Res Ctr High Rise, Large Span Prestressed Steel Struct, Beijing 100124, Peoples R China
  • [ 4 ] [Chen, Xuesen]Beijing Univ Technol, Beijing Engn Res Ctr High Rise, Large Span Prestressed Steel Struct, Beijing 100124, Peoples R China
  • [ 5 ] [Zhang, Jing]China Railway Construction Grp Co Ltd, Beijing 100040, Peoples R China
  • [ 6 ] [Li, Zhaoqi]China Railway Construction Grp Co Ltd, Beijing 100040, Peoples R China
  • [ 7 ] [Zhang, Jing]China Railway Construction Grp Beijing Engn Co Ltd, Beijing 100040, Peoples R China
  • [ 8 ] [Li, Zhaoqi]China Railway Construction Grp Beijing Engn Co Ltd, Beijing 100040, Peoples R China

Reprint Author's Address:

Show more details

Related Keywords:

Source :

ENGINEERING STRUCTURES

ISSN: 0141-0296

Year: 2023

Volume: 287

5 . 5 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:19

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

Affiliated Colleges:

Online/Total:2417/5259151
Address:BJUT Library(100 Pingleyuan,Chaoyang District,Beijing 100124, China Post Code:100124) Contact Us:010-67392185
Copyright:BJUT Library Technical Support:Beijing Aegean Software Co., Ltd.