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Investigations on the Slip Modulus of a Notched Connection in Timber-Concrete Composite Floors

https://research.thinkwood.com/en/permalink/catalogue1702
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Timber-Concrete Composite
Application
Floors
Author
Kudla, Katrin
Mönch, Simon
Kuhlmann, Ulrike
Volk, David
Götz, Tobias
Year of Publication
2016
Format
Conference Paper
Material
Timber-Concrete Composite
Application
Floors
Topic
Connections
Mechanical Properties
Keywords
Slip Modulus
Notched Connections
Push-Out Tests
Failure Mode
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4386-4394
Summary
For the design of timber-concrete composite (TCC) elements with notches, the slip modulus Kser represents an important property of the connection. In this paper available research results were gathered and further experimental tests were carried out in order to define the slip modulus of a notched connection. Therefore experimental push-out and beam tests have been conducted on timber-concrete composite specimens. Test series included specimens with and without screws in the notches. Also the failure mode of the connection as well as the application of the slipmodulus (obtained from the push-out tests) in TCC elements have been investigated.
Online Access
Free
Resource Link
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