Innovative Bolted Joint Solutions for Demountable Modular Structures
Ndayizeye, Tony
Promotor(s) :
Demonceau, Jean-François
Date of defense : 30-Jun-2025/1-Jul-2025 • Permalink : http://hdl.handle.net/2268.2/23190
Details
| Title : | Innovative Bolted Joint Solutions for Demountable Modular Structures |
| Author : | Ndayizeye, Tony
|
| Date of defense : | 30-Jun-2025/1-Jul-2025 |
| Advisor(s) : | Demonceau, Jean-François
|
| Committee's member(s) : | Mihaylov, Boyan
Nguyen, Tung Golea, Tudor
|
| Language : | English |
| Number of pages : | 122 |
| Keywords : | [fr] Steel Joints |
| Discipline(s) : | Engineering, computing & technology > Civil engineering |
| Institution(s) : | Université de Liège, Liège, Belgique |
| Degree: | Master en ingénieur civil des constructions, à finalité spécialisée en "civil engineering" |
| Faculty: | Master thesis of the Faculté des Sciences appliquées |
Abstract
[fr] Understanding the mechanical behaviour of metallic connections within structural frameworks
is essential for ensuring overall stability and safety. These connections often govern the global
response of the system under various loading conditions. Accurate characterization enables reliable predictions of structural performance, particularly in seismic or high-stress environments. Without such analysis, design assumptions may lead to unsafe or overly conservative constructions. Therefore, studying joint behaviour plays a critical role in optimizing structural efficiency and integrity.
This research focuses on a roof assembly that connects structural elements not commonly
encountered in conventional design, thus requiring a tailored scientific approach. The analysis is
grounded in Eurocode principles, ensuring regulatory compliance and structural safety. Emphasis
is placed on the component method, enabling a detailed evaluation of individual component behaviours. Given the atypical configuration, specific adaptations of standard design procedures are proposed. The objective is to develop a robust analytical framework that bridges theoretical rigour and practical applicability.
The adopted methodology involves performing a preliminary design of the assembly in order
to approach a specific target. This initial step serves as a foundation for a subsequent optimization phase. The optimized assembly is then integrated into a finite element model that encompasses the entire global structure. This approach enables iterative refinement to balance performance and design constraints. It also ensures compatibility within the overall structural system.
The main findings of this research demonstrate that, given the specific configuration of a
modular construction, there exists a range of assembly classes, in terms of stiffness and strength, that are preferable to adopt. This work provides an analytical approach for an in-depth study on the characterization of a joint in a modular structure, as well as its impact on the global structural response.
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