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Cyclic behaviour of interior reinforced concrete beam‐column connection with self‐consolidating concrete
Author(s) -
Mobin Jalal Salehi,
Kazemi Mohammad Taghi,
Attari Nader K.A.
Publication year - 2016
Publication title -
structural concrete
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.912
H-Index - 34
eISSN - 1751-7648
pISSN - 1464-4177
DOI - 10.1002/suco.201500133
Subject(s) - structural engineering , ductility (earth science) , dissipation , column (typography) , beam (structure) , materials science , self consolidating concrete , reinforced concrete , connection (principal bundle) , displacement (psychology) , reinforcement , composite material , geotechnical engineering , compressive strength , engineering , creep , psychology , physics , psychotherapist , thermodynamics
A significant amount of research on self‐consolidating concrete (SCC) technology has been devoted to evaluating the suitability of the material for its use in structural applications. However, more research is required to confirm the adequacy of SCC structural members for resisting gravity and seismic loads. This study focuses on the experimental investigation of the seismic performance of interior reinforced concrete beam‐column connections with SCC. Four beam‐column connection specimens, three with SCC and one with normally vibrated concrete (NC), were designed for this experimental study. Factors such as concrete type (SCC or NC) and axial load ratio (0, 7.5 and 15 % of column section capacity) were assumed to be the variables in designing the specimens. Beam‐column connections made with NC and SCC were studied and compared under reversed cyclic loading. The performance of SCC specimens is comparable with NC specimens in terms of strength, displacement and ductility, but SCC specimens show lower energy dissipation capacity.