Özet
A novel fuse-type mechanical connector (FTMC) is developed, as a robust connection tool for use in the moment-resisting beam to column connections in precast concrete construction. The connection decouples bending moment to axial force couples on FTMCs, as well as shear force is transferred by the steel hinge that connects the column shear plate to the beam web. The challenging features of FTMC are to be a robust mechanical connection, plastic deformation accumulation on the fuse element, and demount ability. The development studies of FTMC are presented in this paper. The experiments subjected to monotonic and cyclic loading exhibited that the final design of FTMC could dissipate a large amount of energy by yielding the fuse element. A robust numerical model was generated to estimate the cyclic behavior of FTMC and the performed test results validate it.
| Orijinal dil | İngilizce |
|---|---|
| Sayfa (başlangıç-bitiş) | 618-632 |
| Sayfa sayısı | 15 |
| Dergi | Structures |
| Hacim | 44 |
| DOI'lar | |
| Yayın durumu | Yayınlandı - Eki 2022 |
Bibliyografik not
Publisher Copyright:© 2022 Institution of Structural Engineers
Finansman
The research presented herein was conducted in the framework of the Scientific and Technological Research Council of Turkey (TÜBİTAK) TEYDEP 5190016 “Development of replaceable mechanical plastic hinges for moment-bearing precast beam-column connections” project. The financial support provided by TÜBİTAK is greatly appreciated. The experimental studies were conducted at the Structural and Earthquake Engineering Laboratory (STEELab) of Istanbul Technical University and MATİL Material Test and Innovation Laboratory Company. The support of both laboratories is gratefully acknowledged.
| Finansörler | Finansör numarası |
|---|---|
| MATİL | |
| Türkiye Bilimsel ve Teknolojik Araştırma Kurumu | 5190016 |
| Istanbul Teknik Üniversitesi |
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