NDLI: Reinforced Concrete Columns Confined by FRP Grids

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Reinforced Concrete Columns Confined by FRP Grids

Content Provider	Scilit
Author	Saatcioglu, Murat
Copyright Year	2021
Description	Experimental investigation was carried out to verify the use of fiber reinforced polymer (FRP) grids as transverse reinforcement. The emphasis was placed on concrete confinement and seismic performance. Large-scale column specimens were tested under simulated seismic loading. The column reinforcement cages consisted of ordinary steel reinforcement as longitudinal bars and fiber reinforced polymer grids as transverse reinforcement. Grid spacing, grid pattern and the volumetric ratio of grid reinforcement, as well as the level of axial load were considered as test parameters. The results indicate improved deformability of columns when confined by properly designed grids. The grids provided easy cage assembly, savings in materials, and improved performance, while eliminating the congestion of column cage. Columns reinforced with fiber reinforced polymer grids developed at least 3% drift when current design practice was followed in terms of the amount and spacing of transverse reinforcement. Book Name: Design and Manufacturing of Composites
Related Links	https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781003076131-23&type=chapterpdf
Ending Page	128
Page Count	8
Starting Page	121
DOI	10.1201/9781003076131-23
Language	English
Publisher	Informa UK Limited
Publisher Date	2021-12-23
Access Restriction	Open
Subject Keyword	Book Name: Design and Manufacturing of Composites Column Confined Fiber Reinforced Polymer Transverse Reinforcement Seismic
Content Type	Text
Resource Type	Chapter

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