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TENSILE CAPACITIES OF CFRP ANCHORS

OZDEMIR, GOKHAN / AKYUZ, UGURHAN

Abstract In reinforced concrete buildings inserting adequate amount of reinforced concrete infills is an effective strengthening technique. Another promising technique is to strengthen the existing hollow clay tile infill with diagonally placed CFRP sheets. In this technique, CFRP sheets are extended to the frame members. The connection between CFRP sheets and frame members is provided by CFRP anchors. If an adequate amount of CFRP anchoring is used, CFRP applied hollow clay tile infill becomes a unique part of the reinforced concrete frame. Thus in this strengthening technique, the effectiveness is dictated by the CFRP anchors. In this study, by means of the prepared test setup, the pull-out strength capacities of CFRP anchors are measured. The effects of concrete compressive strength, anchorage depth, anchorage diameter, and number of fibers on the tensile strength capacity of CFRP anchor are studied.

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TENSILE CAPACITIES OF CFRP ANCHORS

OZDEMIR, GOKHAN / AKYUZ, UGURHAN

Abstract In reinforced concrete buildings inserting adequate amount of reinforced concrete infills is an effective strengthening technique. Another promising technique is to strengthen the existing hollow clay tile infill with diagonally placed CFRP sheets. In this technique, CFRP sheets are extended to the frame members. The connection between CFRP sheets and frame members is provided by CFRP anchors. If an adequate amount of CFRP anchoring is used, CFRP applied hollow clay tile infill becomes a unique part of the reinforced concrete frame. Thus in this strengthening technique, the effectiveness is dictated by the CFRP anchors. In this study, by means of the prepared test setup, the pull-out strength capacities of CFRP anchors are measured. The effects of concrete compressive strength, anchorage depth, anchorage diameter, and number of fibers on the tensile strength capacity of CFRP anchor are studied.

TENSILE CAPACITIES OF CFRP ANCHORS

OZDEMIR, GOKHAN / AKYUZ, UGURHAN

Abstract In reinforced concrete buildings inserting adequate amount of reinforced concrete infills is an effective strengthening technique. Another promising technique is to strengthen the existing hollow clay tile infill with diagonally placed CFRP sheets. In this technique, CFRP sheets are extended to the frame members. The connection between CFRP sheets and frame members is provided by CFRP anchors. If an adequate amount of CFRP anchoring is used, CFRP applied hollow clay tile infill becomes a unique part of the reinforced concrete frame. Thus in this strengthening technique, the effectiveness is dictated by the CFRP anchors. In this study, by means of the prepared test setup, the pull-out strength capacities of CFRP anchors are measured. The effects of concrete compressive strength, anchorage depth, anchorage diameter, and number of fibers on the tensile strength capacity of CFRP anchor are studied.

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Title:

TENSILE CAPACITIES OF CFRP ANCHORS

Contributors:

OZDEMIR, GOKHAN (author) / AKYUZ, UGURHAN (author)

Published in:

Advances in Earthquake Engineering for Urban Risk Reduction ; 471-487

Nato Science Series: IV: Earth and Environmental Sciences ; 66

Publication date:

2006-01-01

Size:

17 pages

ISBN:

978-1-4020-4571-4 , 978-1-4020-4569-1

ISSN:

DOI:

https://doi.org/10.1007/1-4020-4571-9_31

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Compressive Strength , Carbon Fiber Reinforce Polymer , Bond Stress , Concrete Compressive Strength , Reinforce Concrete Building Engineering , Structural Mechanics , Vibration, Dynamical Systems, Control , Building Repair and Maintenance , Geotechnical Engineering & Applied Earth Sciences

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