Numerical Characterization of Innovative Demountable Beam-column Connections Using Long Bolts
| Author(s): |
Neda Janković
(Universidade de Coimbra, ISISE, ARISE, Departamento de Engenharia Civil Portugal)
Jelena Dobrić (University of Belgrade Faculty of Civil Engineering Serbia) Nina Gluhović (University of Belgrade Faculty of Civil Engineering Serbia) Jorge Conde (Universidad Politécnica de Madrid, Departamento de Física y Estructuras de Edificación Spain) Filip Ljubinković (Universidade de Coimbra, ISISE, ARISE, Departamento de Engenharia Civil Portugal) Luís Simões da Silva (Universidade de Coimbra, ISISE, ARISE, Departamento de Engenharia Civil Portugal) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | ce/papers, March 2024, n. 1-2, v. 7 |
| Page(s): | 45-54 |
| DOI: | 10.1002/cepa.3021 |
| Abstract: |
Circular design strategies such as adaptivity, detachability, and reusability represent new challenges and increased demands on the future‐proof buildings sector. To contribute to the circularity and sustainability of the steel construction sector, an innovative solution of beam‐column moment‐resisting joints with long bolts and short steel elements (links) is proposed, enabling an extension in the service length of existing steel members. This paper assesses the influencing connection parameters (e.g. bolt preload, bolt length and diameter, end plate thickness, etc.) on the moment (flexural) resistance, stiffness, rotation, ductility, and failure modes of base configurations of these joints. |
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data sheet - Reference-ID
10766729 - Published on:
17/04/2024 - Last updated on:
17/04/2024
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