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ORCID: https://orcid.org/0000-0002-5633-1170, Simões da Silva, Luís
ORCID: https://orcid.org/0000-0001-5225-6567, Ljubinkovic, Filip
ORCID: https://orcid.org/0000-0002-7006-7652, Odenbreit, Christoph and Demonceau, Jean-François
(2025).
Innovative Column Splice for Circular Steel Construction.
En: "International Colloquium on Stability and Ductility of Steel Structures (SDSS 2025)", 8-10 septiembre 2025, Barcelona.
| Título: | Innovative Column Splice for Circular Steel Construction |
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| Autor/es: |
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| Tipo de Documento: | Ponencia en Congreso o Jornada (Artículo) |
| Título del Evento: | International Colloquium on Stability and Ductility of Steel Structures (SDSS 2025) |
| Fechas del Evento: | 8-10 septiembre 2025 |
| Lugar del Evento: | Barcelona |
| Título del Libro: | International Colloquium on Stability and Ductility of Steel Structures (SDSS 2025) |
| Fecha: | 8 Septiembre 2025 |
| Materias: | |
| ODS: | |
| Palabras Clave Informales: | Column splice, circular construction, joints, reusability, adaptability |
| Escuela: | E.T.S. Arquitectura (UPM) |
| Departamento: | Estructuras y Física de Edificación |
| Licencias Creative Commons: | Ninguna |
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In 2023, the RFCS research project CONNECT4C, funded by the European Union, was launched with the goal of reducing greenhouse gas emissions from the steel construction industry. The project aims to achieve this by developing innovative joint solutions that enhance the demountability and reusability of steel structural elements. To cover a wide range of practical scenarios, the project focuses on the most common joint typologies. The present paper will address the column splices.
Several key properties were identified and incorporated into the splice design to meet the project’s objectives. In particular, the need for an independent, adaptable, and demountable element acting as a fuse element was highlighted. The goal is to concentrate any damage from potential overloading within this independent ele-ment, thereby ensuring the reusability of the connected structural elements. More-over, the developed splice element, with its adaptability, allows for changes in col-umn cross-sections, facilitates beam connections when required, and accommodates minor vertical geometrical misalignments.
This paper presents the innovative column splice solution and its preliminary char-acterization through advanced numerical simulations performed with Abaqus.
| ID de Registro: | 92542 |
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| Identificador DC: | https://oa.upm.es/92542/ |
| Identificador OAI: | oai:oa.upm.es:92542 |
| URL Portal Científico: | https://portalcientifico.upm.es/es/ipublic/item/10427497 |
| Depositado por: | Sr Jorge Conde |
| Depositado el: | 30 Dic 2025 09:01 |
| Ultima Modificación: | 30 Dic 2025 09:01 |
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