TY - JOUR
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 - http://www.scopus.com/inward/record.url?scp=84937394585&partnerID=8YFLogxK
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 -