Effects of beam material strength on the seismic performance of composite CFST column and steel beam connection

Ya Feng Xu, Qian Chen, Pi Yuan Xu, Riyad S Aboutaha

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Composite concrete filled steel tubular (CFST) column is a new type of column having high ductility and high load-bearing capacity. In this paper, the finite element analysis software ABAQUS is used to study the seismic performance of 3D joint of composite CFST column and steel beam. The hysteretic curve and skeleton curve are obtained by changing the strength grade of the steel beam; calculate the energy dissipation ratio of the joint. The results show that the higher the beam's steel strength the higher ultimate capacity of the joint in the constant axial load. But the full degree of hysteresis curve, energy dissipation and displacement ductility of the space joint decrease.

Original languageEnglish (US)
Title of host publicationApplied Mechanics and Materials
PublisherTrans Tech Publications Ltd
Pages252-255
Number of pages4
Volume578-579
ISBN (Print)9783038351641
DOIs
StatePublished - 2014
Event4th International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2014 - Haikou, China
Duration: May 24 2014May 25 2014

Publication series

NameApplied Mechanics and Materials
Volume578-579
ISSN (Print)16609336
ISSN (Electronic)16627482

Other

Other4th International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2014
CountryChina
CityHaikou
Period5/24/145/25/14

Fingerprint

Concretes
Steel
Composite materials
Ductility
Energy dissipation
Axial loads
ABAQUS
Bearing capacity
Hysteresis
Loads (forces)
Finite element method

Keywords

  • 3D joint
  • Composite CFST column
  • Energy dissipation ratio
  • Hysteresis curve
  • Seismic performance
  • Skeleton curve

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Xu, Y. F., Chen, Q., Xu, P. Y., & Aboutaha, R. S. (2014). Effects of beam material strength on the seismic performance of composite CFST column and steel beam connection. In Applied Mechanics and Materials (Vol. 578-579, pp. 252-255). (Applied Mechanics and Materials; Vol. 578-579). Trans Tech Publications Ltd. https://doi.org/10.4028/www.scientific.net/AMM.578-579.252

Effects of beam material strength on the seismic performance of composite CFST column and steel beam connection. / Xu, Ya Feng; Chen, Qian; Xu, Pi Yuan; Aboutaha, Riyad S.

Applied Mechanics and Materials. Vol. 578-579 Trans Tech Publications Ltd, 2014. p. 252-255 (Applied Mechanics and Materials; Vol. 578-579).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Xu, YF, Chen, Q, Xu, PY & Aboutaha, RS 2014, Effects of beam material strength on the seismic performance of composite CFST column and steel beam connection. in Applied Mechanics and Materials. vol. 578-579, Applied Mechanics and Materials, vol. 578-579, Trans Tech Publications Ltd, pp. 252-255, 4th International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2014, Haikou, China, 5/24/14. https://doi.org/10.4028/www.scientific.net/AMM.578-579.252
Xu YF, Chen Q, Xu PY, Aboutaha RS. Effects of beam material strength on the seismic performance of composite CFST column and steel beam connection. In Applied Mechanics and Materials. Vol. 578-579. Trans Tech Publications Ltd. 2014. p. 252-255. (Applied Mechanics and Materials). https://doi.org/10.4028/www.scientific.net/AMM.578-579.252
Xu, Ya Feng ; Chen, Qian ; Xu, Pi Yuan ; Aboutaha, Riyad S. / Effects of beam material strength on the seismic performance of composite CFST column and steel beam connection. Applied Mechanics and Materials. Vol. 578-579 Trans Tech Publications Ltd, 2014. pp. 252-255 (Applied Mechanics and Materials).
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