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<dc:title>Structural behaviour of demountable tubular column-to-base plate joints with welded studs</dc:title>
<dc:creator>García García, Ismael</dc:creator>
<dc:creator>López-Colina Pérez, Carlos</dc:creator>
<dc:creator>Serrano López, Miguel Ángel</dc:creator>
<dc:creator>López Gayarre, Fernando</dc:creator>
<dc:creator>Lorenzana Ibán, Antolín</dc:creator>
<dc:description>Producción Científica</dc:description>
<dc:description>Demountable joints play a key role in enabling structural reuse and sustainable construction. By reducing ma-&#xd;
terial waste and facilitating future adaptability, they contribute to more resource-efficient building lifecycles.&#xd;
This study presents a novel demountable column-to-base plate joint for tubular steel structures, designed to&#xd;
enable disassembly and structural reuse in alignment with circular economy principles. The proposed connec-&#xd;
tion, composed of four angle cleats and welded studs, is evaluated through full-scale testing and validated finite&#xd;
element modelling. A validated numerical model was first developed using data from eight experimentally tested&#xd;
joints, achieving good agreement with measured rotational stiffness, with a mean absolute percentage error of&#xd;
1.87 %. This model was then used to simulate an extended set of 23 configurations to investigate the influence of&#xd;
geometric parameters. Results reveal that wall thickness exerts a structural effect beyond its contribution to the&#xd;
moment of inertia, which may be attributed to local deformation mechanisms or elastic instabilities influencing&#xd;
joint stiffness in slender tubular profiles. When stiffness values are properly scaled, they collapse onto a single&#xd;
trend governed by the slenderness ratio, enabling the derivation of a generalized stiffness decay law for&#xd;
geometrically similar tubular joints. A refined component-based analytical model was also developed, capturing&#xd;
the observed trends and providing conservative estimates with acceptable accuracy. Compared to Eurocode&#xd;
formulations, which exhibit limited predictive capability for this joint typology, the proposed models offer a&#xd;
reliable and practical design tool for demountable tubular steel connections</dc:description>
<dc:date>2025-10-14T11:25:32Z</dc:date>
<dc:date>2025-10-14T11:25:32Z</dc:date>
<dc:date>2025</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:identifier>Journal of Constructional Steel Research, 2025, vol. 235, p. 109867</dc:identifier>
<dc:identifier>0143-974X</dc:identifier>
<dc:identifier>https://uvadoc.uva.es/handle/10324/78616</dc:identifier>
<dc:identifier>10.1016/j.jcsr.2025.109867</dc:identifier>
<dc:identifier>109867</dc:identifier>
<dc:identifier>Journal of Constructional Steel Research</dc:identifier>
<dc:identifier>235</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>https://www.sciencedirect.com/science/article/pii/S0143974X25005450</dc:relation>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
<dc:rights>© 2025 The Author(s)</dc:rights>
<dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
<dc:publisher>Elsevier</dc:publisher>
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