Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Generalized Load Deformation Relationship for Bearing-Type Single-Bolted Connections
The bearing boundary conditions in bolted connections can be classified either as open. when end tear-out is possible, or as closed, when end tear-out is physically impossible. In this study, comprehensive tests of single-bolted bearing connections were conducted and analyzed considering the two bearing boundary conditions. The primary objective was to develop a generalized load–deformation relationship that can be used when designing group-bolted connections based on the instantaneous center of rotation method (ICRM). A new bearing-strength formula, permissible deformation limits, and new load–deformation relationship covering high-strength steel were proposed.
Generalized Load Deformation Relationship for Bearing-Type Single-Bolted Connections
The bearing boundary conditions in bolted connections can be classified either as open. when end tear-out is possible, or as closed, when end tear-out is physically impossible. In this study, comprehensive tests of single-bolted bearing connections were conducted and analyzed considering the two bearing boundary conditions. The primary objective was to develop a generalized load–deformation relationship that can be used when designing group-bolted connections based on the instantaneous center of rotation method (ICRM). A new bearing-strength formula, permissible deformation limits, and new load–deformation relationship covering high-strength steel were proposed.
Generalized Load Deformation Relationship for Bearing-Type Single-Bolted Connections
Kim, Dae-Kyung (Autor:in) / Lee, Cheol-Ho (Autor:in)
20.04.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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