Open AccessEvaluation of shear resistance for beam-column connections using ultra high performance steel fibre reinforced concrete (UHPSFRC) under cyclic loading by experimental research
Author(s) -
Trần Thị Thúy Vân,
Hieu Tran-Trung
Publication year - 2019
Publication title -
journal of physics. conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
eISSN - 1742-6596
pISSN - 1742-6588
DOI - 10.1088/1742-6596/1425/1/012049
Subject(s) - column (typography) , structural engineering , beam (structure) , ductility (earth science) , shear (geology) , seismic resistance , materials science , eurocode , engineering , composite material , connection (principal bundle) , creep
Evaluation of behavior for beam-column connections in the buildings under cyclic loading is extremely important, where shear resistance is one of the important factors. Beam-column connections are considered places in which stresses are concentrated during working process and it is clearly showed in exterior beam-column connections. There have been many published research and experimental investigations for the external beam-column connections. The use of new concrete material (UHPSFRC) for strengthening the external beam-column connections is a new idea and has not been much studied yet. Therefore, this paper presents the experimental investigation results for shear resistance of external beam-column connections followed EuroCode 8 [1] with ductility class high (DCH). This experimental result proposes the idea about strengthening for beam-column connections, provide additional experimental data and help the design process followed seismic specification of Vietnam.