Timber filled CFRP jacketed circular steel tubes under axial compression

Tohid Ghanbari Ghazijahani; Hui Jiao; Damien Holloway

doi:10.1016/j.conbuildmat.2015.07.151

Timber filled CFRP jacketed circular steel tubes under axial compression

Tohid Ghanbari Ghazijahani^*, Hui Jiao, Damien Holloway

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

59 Citations (Scopus)

Abstract

This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.

Original language	English
Pages (from-to)	791-799
Number of pages	9
Journal	Construction and Building Materials
Volume	94
DOIs	https://doi.org/10.1016/j.conbuildmat.2015.07.151
Publication status	Published - 30 Sept 2015
Externally published	Yes

Keywords

Circular steel tubes
CFRP
Timber
Axial compression
Columns

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10.1016/j.conbuildmat.2015.07.151

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title = "Timber filled CFRP jacketed circular steel tubes under axial compression",

abstract = "This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.",

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author = "\{Ghanbari Ghazijahani\}, Tohid and Hui Jiao and Damien Holloway",

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T1 - Timber filled CFRP jacketed circular steel tubes under axial compression

AU - Ghanbari Ghazijahani, Tohid

AU - Jiao, Hui

AU - Holloway, Damien

PY - 2015/9/30

Y1 - 2015/9/30

N2 - This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.

AB - This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.

KW - Circular steel tubes

KW - CFRP

KW - Timber

KW - Axial compression

KW - Columns

UR - https://www.scopus.com/pages/publications/84937394585

U2 - 10.1016/j.conbuildmat.2015.07.151

DO - 10.1016/j.conbuildmat.2015.07.151

M3 - Article

SN - 0950-0618

VL - 94

SP - 791

EP - 799

JO - Construction and Building Materials

JF - Construction and Building Materials

ER -

Timber filled CFRP jacketed circular steel tubes under axial compression

Abstract

Keywords

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