Shear in Structural Concrete
ACI SP-328
Organization:
ACI - American Concrete Institute
Year: 2018
Abstract: INTRODUCTION
This paper presents the results from an experimental program to investigate the effects of using Carbon Fiber Reinforced Polymer (CFRP) vertical strips epoxied to the webs of precast pretensioned I-girders.
Vertical shear strips anchored by horizontal CFRP strips have been used to provide shear strengthening of 100 I-girders in the Champlain Bridge (see Fig. 1).
The objective of this research project was to study the beneficial effects of using vertical and horizontal CFRP strips to enhance the performance of bridge I-girders in shear, particularly in light of some experimental results that indicated that I-girders experienced little shear strength gain when CFRP shear strips were added (Belarbi et al. (2011) and Kim et al. (2012))
Collections
:
-
Statistics
Shear in Structural Concrete
Show full item record
contributor author | ACI - American Concrete Institute | |
date accessioned | 2020-08-03T11:59:53Z | |
date available | 2020-08-03T11:59:53Z | |
date issued | 2018 | |
identifier other | MRTHGGAAAAAAAAAA.pdf | |
identifier uri | https://yse.yabesh.ir/std/handle/yse/280662 | |
description abstract | INTRODUCTION This paper presents the results from an experimental program to investigate the effects of using Carbon Fiber Reinforced Polymer (CFRP) vertical strips epoxied to the webs of precast pretensioned I-girders. Vertical shear strips anchored by horizontal CFRP strips have been used to provide shear strengthening of 100 I-girders in the Champlain Bridge (see Fig. 1). The objective of this research project was to study the beneficial effects of using vertical and horizontal CFRP strips to enhance the performance of bridge I-girders in shear, particularly in light of some experimental results that indicated that I-girders experienced little shear strength gain when CFRP shear strips were added (Belarbi et al. (2011) and Kim et al. (2012)) | |
language | English | |
title | Shear in Structural Concrete | en |
title | ACI SP-328 | num |
type | standard | |
page | 264 | |
status | Active | |
tree | ACI - American Concrete Institute:;2018 | |
contenttype | fulltext |