Finite Element Analysis of Proposed Self-Locking Joint for Modular Steel Structures
Autor: | Nabilah Abu Bakar, Nor Azizi Safiee, Noor Azline Mohd Nasir, Izian Abd. Karim, Gohar Nadeem |
---|---|
Jazyk: | angličtina |
Rok vydání: | 2021 |
Předmět: |
self-locking
Technology modular steel structure QH301-705.5 Computer science QC1-999 spring pin intermodular connection Welding finite element analysis law.invention law General Materials Science Biology (General) QD1-999 Instrumentation Joint (geology) Parametric statistics Fluid Flow and Transfer Processes business.industry Physics Process Chemistry and Technology General Engineering Structural engineering Modular design Engineering (General). Civil engineering (General) Finite element method Computer Science Applications Connection (mathematics) Moment (mathematics) Chemistry TA1-2040 business Beam (structure) |
Zdroj: | Applied Sciences Volume 11 Issue 19 Applied Sciences, Vol 11, Iss 9277, p 9277 (2021) |
ISSN: | 2076-3417 |
DOI: | 10.3390/app11199277 |
Popis: | The intermodular connection between modules plays a vital role in the overall performance of modular structures. The separation between a column and connection is possible due to the absence of links (welding or bolting) since limited space is available between modules. This study proposed a self-locking joint to be used in a modular steel structure, connecting columns with a connection without need of extra space between modules. The behavior of the proposed connection subjected to monotonic load was evaluated using a finite element approach using ABAQUS software. The influencing factors contributed to the behavior of the self-locking connection and columns observed using a parametric study. The parametric study was conducted by varying beam thickness, bolt pretension force and friction coefficient µ. Results indicate that the proposed connection can be classified as a semirigid connection according to Eurocode 3 and special moment frame (SMF) as recommended by AISC. |
Databáze: | OpenAIRE |
Externí odkaz: |