title: Shear Performance of Horizontal Joints in Short Precast Concrete Columns with Sleeve Grouted Connections under Cyclic Loading.
abstract: In this study, two short precast concrete columns and two cast-in-situ concrete columns were tested under cyclic loads. It was shown that the sleeve grouted connection was equivalent to the cast-in-situ connections for short columns when the axial compression ratio was 0.6. In order to determine the influence of the axial compression ratio and the shear-span ratio on the shear capacity of the horizontal joint, a FE model was established and verified. The analysis showed that the axial compression ratio is advantageous to the joint and the shear capacity of the horizontal joint increases with increase of the shear-span ratio. Based on the results, the methods used to estimate the shear capacity of horizontal joints in the Chinese Specification and the Japanese Guidelines are discussed and it was found that both overestimated the shear capacity of the horizontal joint. In addition, the Chinese Specification failed to consider the influence of the shear-span ratio.
authors.affiliation: College of Architecture & Environment, Sichuan University, Chengdu, Sichuan Province, China.
authors.forename: Bo
authors.initials: B
authors.lastname: Feng
authors.affiliation: College of Architecture & Environment, Sichuan University, Chengdu, Sichuan Province, China.
authors.forename: Feng
authors.initials: F
authors.lastname: Xiong
authors.affiliation: College of Architecture & Environment, Sichuan University, Chengdu, Sichuan Province, China.
authors.forename: Bingyu
authors.initials: B
authors.lastname: Liu
authors.affiliation: College of Architecture & Environment, Sichuan University, Chengdu, Sichuan Province, China.
authors.forename: Jiang
authors.initials: J
authors.lastname: Chen
authors.affiliation: Sichuan Provincial Architectural Design and Research Institute, Chengdu, Sichuan Province, China.
authors.forename: Yiping
authors.initials: Y
authors.lastname: Zhang
mesh_terms: D000465:Algorithms; D060389:Construction Industry; D003252:Construction Materials; D008422:Materials Testing; D055595:Mechanical Phenomena; D008962:Models, Theoretical