Amass
Advanced manufacturing for the assembly of structural steel
Mohammad E. Shemshadian (University of Minnesota Twin Cities)
Arturo E. Schultz (University of Minnesota Twin Cities, The University of Texas at San Antonio)
Jia Liang Le (University of Minnesota Twin Cities)
Ramzi Labbane (University of Minnesota Twin Cities)
Debra F. Laefer (New York University, University College Dublin)
Salam Al-Sabah (University College Dublin)
Linh Truong-Hong (TU Delft - Civil Engineering & Geosciences)
Minh Phuoc Huynh (University College Dublin)
Patrick McGetrick (National University of Ireland Galway)
Tony Martin (Queen's University Belfast)
Pantelis Matis (Queen's University Belfast)
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Abstract
This paper describes an investigation into the use of advanced manufacturing techniques for the creation of a new class of intermeshed steel connections that rely on neither welding nor bolting. The project detailed herein lays the groundwork to transform the steel building construction industry by advancing the underlying science and engineering precepts for intermeshed connections created from precise, volumetric cutting. The proposed system enhances the integration between design, fabrication, and installation. Fully automated, precise, volumetric cutting of open steel sections poses challenges regarding the load-Transfer mechanisms and failure modes for intermeshed connections. Implementation of the intermeshed connection would cause a discontinuity in the beam; therefore, the effects of such a configuration on the behavior of the steel frame are investigated in the current paper. Load resistance and design of these connections are also explored with physical tests and finite element modeling to investigate the mechanics of intermeshed connections, including stress and strain concentrations, fracture and failure modes, and connection geometry optimization.