2023
DOI: 10.1016/j.jobe.2022.105723
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Experimental and numerical study of self-locking adaptable inter connection for modular steel structures

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Cited by 4 publications
(5 citation statements)
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“…These include bolted connection with a plug-in device, connection or extended endplate [158] and additional inner sleeve to connect upper and lower columns with floor and ceiling beams [169]. Other connection systems proposed for the steel modules include various combinations of bolted and welded joints [167], the plug-in and self-lock joints [170,171], the self-centring connections [118], the post-tensioned inter-module connection [172] and the VectorBloc connector-the connector part designed for the hollow steel frames that allow 3D connection of beams and columns [173]. Composite steel-concrete and concrete systems are commonly connected through the wet joints, in which grout or concrete is used to lock the connections [164,166].…”
Section: Modular Constructionmentioning
confidence: 99%
“…These include bolted connection with a plug-in device, connection or extended endplate [158] and additional inner sleeve to connect upper and lower columns with floor and ceiling beams [169]. Other connection systems proposed for the steel modules include various combinations of bolted and welded joints [167], the plug-in and self-lock joints [170,171], the self-centring connections [118], the post-tensioned inter-module connection [172] and the VectorBloc connector-the connector part designed for the hollow steel frames that allow 3D connection of beams and columns [173]. Composite steel-concrete and concrete systems are commonly connected through the wet joints, in which grout or concrete is used to lock the connections [164,166].…”
Section: Modular Constructionmentioning
confidence: 99%
“…Yet they raise questions regarding the accommodation of installation tolerances without compressing the slip (deformation) precautions [21,49]. This ambiguity underscores the importance of further research in this area; in Typically, inter-module connections are investigated using experimental programmes, and their outcomes are verified using analytical and numerical research [21,38,[55][56][57][58][59][60][61][62][63][64]. The only approaches that can be used to investigate the impact of the interlocking (IMCs) plate thickness are experimental programmers and numerical simulation using the FE methods [65][66][67][68][69].…”
Section: Introductionmentioning
confidence: 99%
“…Buildings 2024, 14, x FOR PEER REVIEW 3 of 27 scores the importance of further research in this area; in this context, the choice of plate thickness for interlocking (IMCs) is pivotal as it directly influences the connection's ability to distribute stresses and resistance deformation under load. Typically, IMCs are investigated using experimental programmes, and their outcomes verified using analytical and numerical research data [7,20,34,[50][51][52][53][54][55][56][57][58]. The only approaches that can be used to investigate the impact of the interlocking (IMCs) plate thickness are experimental programmers and numerical simulation using the Finite Element (FE) methods [59][60][61][62][63][64].…”
Section: Introductionmentioning
confidence: 99%
“…The study also introduces a comprehensive sensitivity analysis, a step forward in identifying errors and anomalies and comparing the results with alternative methods (linear regression analysis and anomaly detection) and introduces a single-objective optimisation model where its goal is to maximise a composite measure of interlocking (IMCs) plate material properties against economic cost. This paper is organised as follows: Section 2 describes the methodology, focusing on modelling methods and plate Typically, IMCs are investigated using experimental programmes, and their outcomes verified using analytical and numerical research data [7,20,34,[50][51][52][53][54][55][56][57][58]. The only approaches that can be used to investigate the impact of the interlocking (IMCs) plate thickness are experimental programmers and numerical simulation using the Finite Element (FE) methods [59][60][61][62][63][64].…”
Section: Introductionmentioning
confidence: 99%