Experimental investigation of RC shear walls with openings under cyclic loading repaired with externally bonded CFRP strips

Ozdemir, Anil; Kopraman, Yagmur

doi:10.1007/s43452-023-00828-y

Artykuł - szczegóły

Tytuł artykułu

Experimental investigation of RC shear walls with openings under cyclic loading repaired with externally bonded CFRP strips

Autorzy

Ozdemir Anil , Kopraman Yagmur

Wybrane pełne teksty z tego czasopisma

http://www.springer.com/journal/43452

Identyfikatory

DOI

10.1007/s43452-023-00828-y

Warianty tytułu

Języki publikacji

Abstrakty

A total of 9 real scale reinforced concrete shear walls were produced, 3 of them being the reference, representing the basement floor of a reinforced concrete building. These 9 shear walls produced, 3 wall are fully filled, 3 of them have window openings and 3 of them have door openings. The RC shear walls were exposed to displacement-controlled reversed cyclic lateral loading. In the experiments that damaged the experimental specimens, loads up to 0.5% story drift ratio for moderate damage and 1.0% story drift ratio for heavy damage were applied. Within the scope of the experimental study, the damage distributions of the tested nine RC shear walls were examined in detail, and the strengthening technique was developed using CFRP strip and CFRP fan-type anchors. The performance of damaged RC shear walls after using the devised repair method was analysed. The study's findings revealed that the repair method created by employing CFRP strips to restore moderately damaged RC shear walls with and without apertures was well enough successful in restoring the shear walls' performance levels.

Słowa kluczowe

shear wall with openings repair CFRP strip cyclic loading earthquake

trzęsienie ziemi beton zbrojony test wytrzymałościowy

Wydawca

Springer
Wrocław University of Science and Technology

Czasopismo

Archives of Civil and Mechanical Engineering

Rocznik

2024

Tom

Vol. 24, no. 1

Strony

art. no. e14, 2024

Opis fizyczny

Bibliogr. 52 poz., fot., rys., wykr.

Twórcy

autor

Ozdemir Anil

anilozdemir@gazi.edu.tr

Department of Civil Engineering, Gazi University, Ankara, Turkey

https://orcid.org/0000-0001-6563-5144

autor

Kopraman Yagmur

Department of Civil Engineering, Gazi University, Ankara, Turkey

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025)

Typ dokumentu

Bibliografia

Identyfikator YADDA

bwmeta1.element.baztech-c00e000d-d8ab-46e6-8302-61f08f8b167a