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- W2362584766 abstract "The dowel-type connection with slotted-in multiple steel plates,a widely-accepted method in modern timber constructions,is one of the most efficient connections for heavy timber structures.To understand the mechanical properties of the components with this type of connections well,two glulam timber beams connected with three slotted-in steel plates dowel connections were tested by four-point bending method,one beam with connection on the pure bending zone and the other beam with connection on bending and shearing zone.The mechanical properties,failure modes and the effect of the connection location on the mechanical properties of the beams were studied.And the estimating formulas of ultimate load-carrying capacity and mid-span deflection were presented based on the test results.The tests show that the load-carrying capacity of the glulam beam with connection on the bending and shearing zone is greater than that of the beam with connection on the pure bending zone.The estimating results agree well with the test results." @default.
- W2362584766 created "2016-06-24" @default.
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- W2362584766 date "2012-01-01" @default.
- W2362584766 modified "2023-09-26" @default.
- W2362584766 title "Behavior of Glulam Timber Beams with Slotted-in Steel Plates Dowel-type Connections" @default.
- W2362584766 hasPublicationYear "2012" @default.
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