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author:

Wang, Zhi-Bin (Wang, Zhi-Bin.) [1] (Scholars:王志滨) | Zhuo, Xue-Rong (Zhuo, Xue-Rong.) [2] | Tan, Ee Loon (Tan, Ee Loon.) [3] | Wang, Jing-Feng (Wang, Jing-Feng.) [4] | Wang, Bing-Kun (Wang, Bing-Kun.) [5]

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EI Scopus SCIE

Abstract:

The paper conducted 19 partially and 5 fully loaded tests on round-ended concrete-filled steel tubular (CFST) columns. These tests revealed that the ultimate strengths of round-ended CFST columns under partial load declined as the cross-sectional aspect ratio or partial compression area ratio increased. However, the use of a top plate effectively enhanced their ultimate strengths. In addition, a finite element model (FEM) was utilized to generate 487 large-size models to explore the confinement effect, stress distribution, and parametric effects. Since there are no specific design standards available for round-ended CFST columns, the paper has evaluated the applicability of design methods provided in Eurocode 4, AISC 360–16, and Chinese code GB50396 which are intended for circular, square, or elliptical CFST columns for round-ended CFST columns under partial load. However, these existing design techniques showed inaccurate and dispersed resistance predictions for round-ended CFST columns. Therefore, an effective simplified method for forecasting the resistance predictions of round-ended CFST columns under the partial load has been proposed based on the testing results and FEM analysis. © 2023

Keyword:

Aspect ratio Compressive strength Concretes Concrete testing Finite element method Forecasting Tubular steel structures

Community:

  • [ 1 ] [Wang, Zhi-Bin]College of Civil Engineering, Fuzhou University, Fujian Province, Fuzhou; 350108, China
  • [ 2 ] [Zhuo, Xue-Rong]College of Civil Engineering, Fuzhou University, Fujian Province, Fuzhou; 350108, China
  • [ 3 ] [Tan, Ee Loon]School of Engineering, Design and Built Environment, Western Sydney University, Penrith; NSW; 2751, Australia
  • [ 4 ] [Wang, Jing-Feng]School of Civil Engineering, Hefei University of Technology, Anhui Province, 230009, China
  • [ 5 ] [Wang, Bing-Kun]College of Civil Engineering, Fuzhou University, Fujian Province, Fuzhou; 350108, China

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Source :

Journal of Constructional Steel Research

ISSN: 0143-974X

Year: 2024

Volume: 220

4 . 0 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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