In pursuit of sustainable construction aligned with the European Green Deal and Taxonomy Regulation, this study investigated the structural performance of a steel–timber–concrete composite (STCC) shallow floor beam as a low‐carbon alternative to traditional steel– concrete systems. The cross‐laminated timber (CLT) used...
Adil Ahmad, J. Demonceau, Jie Yang et al.· ce/papers· 0 citations
Over the last decades, significant work has been developed worldwide into the field of structural robustness under extreme events. According to EN 1990, the design situations relevant to structural robustness refer to accidental actions, like blast, gas explosion, impact, fire, or localized failure. Although some of th...
Dinu Florea, C. Neagu, A. Constantinescu et al.· ce/papers· 0 citations
In steel structures, most of the joints are typically subjected to shear (V) and/or bending (M) forces only, and their behaviour can be fully characterised using the component method as recommended in EN 1993‐1‐8. However, in some situations, these joints may also be exposed to axial (N) forces. Under such a loading co...
Loïc Archambeau, Tudor Golea, K. Weynand et al.· ce/papers· 0 citations
Component‐based spring models developed according to the Component Method provide a practical alternative to advanced finite element (FE) models for predicting the behaviour of beam‐to‐column joints. However, inherent limitations of the EC3 analytical approach lead to joint characterisations that neglect key response f...
Tudor Golea, Romain Bodson, V. de Ville de Goyet et al.· ce/papers· 0 citations
The mechanical response of bolted T‐stub components plays a key role in the nonlinear performance of steel joints. While existing analytical formulations provide accurate predictions for bending‐controlled collapse mechanisms, configurations connected to rigid supports and subjected to large displacements may exhibit a...
A. Francavilla, M. Latour, J. Demonceau et al.· ce/papers· 0 citations
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