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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))
URI: https://yse.yabesh.ir/std/handle/yse/280662
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    Shear in Structural Concrete

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contributor authorACI - American Concrete Institute
date accessioned2020-08-03T11:59:53Z
date available2020-08-03T11:59:53Z
date issued2018
identifier otherMRTHGGAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/280662
description abstractINTRODUCTION 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))
languageEnglish
titleShear in Structural Concreteen
titleACI SP-328num
typestandard
page264
statusActive
treeACI - American Concrete Institute:;2018
contenttypefulltext
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