Effect of shape and size on modified rectangular r.C.C columns strenghthened using frpc wraps
By: Admane, Piyush S
.
Publisher: Pune NICMAR 2011Edition: Vol.26(2), Apr-Jun.Description: 14-30p.Subject(s): Construction Engineering and Management (CEM)Online resources: Click here
In:
NICMAR Journal of construction managementSummary: Fiber Reinforced Polymer (FRP) composites have become a primary choice for strengthening buildings and bridge components because of their high strength to weight ratio and stiffness-to-weight ratios, ease of application, cost effectiveness and such other salient traits. Polymer modified concrete is very much suitable for repairs and rehabilitation of damaged RCC structures because of its excellent moisture resisting property and high early strength. Though the FRP has become more effective for retrofitting but polymer modified concrete is being widely used for cost effectiveness. This paper focus on elliptically modified FRP wrapped rectangular column and Comparison of experimental results with analytical values calculated as per ACI 440.2R-08.
| Item type | Current location | Call number | Status | Date due | Barcode | Item holds |
|---|---|---|---|---|---|---|
Articles Abstract Database
|
School of Engineering & Technology Archieval Section | Not for loan | 2024-0779 |
Fiber Reinforced Polymer (FRP) composites have become a primary choice for strengthening buildings and bridge components because of their high strength to weight ratio and stiffness-to-weight ratios, ease of application, cost effectiveness and such other salient traits. Polymer modified concrete is very much suitable for repairs and rehabilitation of damaged RCC structures because of its excellent moisture resisting property and high early strength. Though the FRP has become more effective for retrofitting but polymer modified concrete is being widely used for cost effectiveness. This paper focus on elliptically modified FRP wrapped rectangular column and Comparison of experimental results with analytical values calculated as per ACI 440.2R-08.
Click on an image to view it in the image viewer
There are no comments for this item.