Innovative Column Splice for Circular Steel Construction

Neutelers, Arnaud, Duchêne, Laurent, Conde Conde, Jorge 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.

Descripción

Título: Innovative Column Splice for Circular Steel Construction
Autor/es:
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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Resumen

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.

Proyectos asociados

Tipo
Código
Acrónimo
Responsable
Título
Sin especificar
101112300
CONNECT4C
Luis Simoes da Silva
High-strength steel connections for circular construction

Más información

ID de Registro: 92542
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