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dc.contributor.authorMohammad E. Shemshadian
dc.contributor.authorArturo E. Schultz
dc.contributor.authorJia-Liang Le
dc.contributor.authorRamzi Labbane
dc.contributor.authorDebra F. Laefer
dc.contributor.authorSalam Al-Sabah
dc.contributor.authorLinh Truong-Hong
dc.contributor.authorMinh Phuoc Huynh
dc.contributor.authorPatrick McGetrick
dc.contributor.authorTony Martin
dc.contributor.authorPantelis Matis
dc.date.accessioned2022-01-30T22:44:19Z
dc.date.available2022-01-30T22:44:19Z
dc.date.issued1/1/2021
dc.identifier.other(ASCE)SC.1943-5576.0000516.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269503
dc.description.abstractThis 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.
dc.publisherASCE
dc.titleAMASS: Advanced Manufacturing for the Assembly of Structural Steel
dc.typeJournal Paper
dc.journal.volume26
dc.journal.issue1
dc.journal.titlePractice Periodical on Structural Design and Construction
dc.identifier.doi10.1061/(ASCE)SC.1943-5576.0000516
dc.journal.fristpage04020052
dc.journal.lastpage04020052-11
dc.page11
dc.treePractice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 001
dc.contenttypeFulltext


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