Method to attain substantial anchorage forces within limited embedment depths into thin fibre-reinforced concrete plates and shells
GRADEVINAR, cilt.76, sa.8, ss.733-743, 2024 (SCI-Expanded, Scopus)
- Yayın Türü: Makale / Tam Makale
- Cilt numarası: 76 Sayı: 8
- Basım Tarihi: 2024
- Doi Numarası: 10.14256/jce.3969.2024
- Dergi Adı: GRADEVINAR
- Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Aerospace Database, Aqualine, Aquatic Science & Fisheries Abstracts (ASFA), Communication Abstracts, ICONDA Bibliographic, Metadex, Directory of Open Access Journals, Civil Engineering Abstracts
- Sayfa Sayıları: ss.733-743
- İstanbul Üniversitesi-Cerrahpaşa Adresli: Evet
Özet
Contemporary fibre-reinforced concrete provides new opportunities for the design of
thin concrete elements with substantial bending strength. To realise the full benefits of
reduced weights owing to the reduced structural thickness, new anchorage elements
must be developed that can sustain high anchorage forces within limited embedment
depths in thin plates. This paper introduces a new anchorage design for concrete plates
or shells that provides high tensile forces between 4 and 6 kN within a small embedment
depth of 5 mm. The proposed design concept includes a two-stage anchorage mechanism
that provides the required tensile strength and ductility for the anchorage. Achieving such
anchorage capabilities within the limited embedment depth of thin concrete elements
enables the production of lightweight concrete plates and shells.