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Titel:

Two-way spanning CLT-concrete-composite-slab

Dokumenttyp:
Konferenzbeitrag
Art des Konferenzbeitrags:
Textbeitrag / Aufsatz
Autor(en):
Loebus, S.; Winter, S.
Seitenangaben Beitrag:
4950 - 4956
Abstract:
This paper examines the load-bearing behaviour of cross-laminated-timber-concrete-composite slabs. The inhomogeneous distributed orientation of the trajectories of principal stress within the slab effected the design of the shear connection between the cross-laminated-timber (CLT) and concrete layer. Two well-known shear connection types, fully threaded screws in an angle of 45° and rectangular milled in notches, were examined in bi-axially loaded push out tests. Natural frequency tests and...     »
Stichworte:
CLT, TCC, two-way spanning slab, shear connection, notch, fully threaded screw, natural frequency, effective bending stiffness, torsional bending stiffness, push-out test, force-fitting element joint
Herausgeber:
TU Verlag
Kongress- / Buchtitel:
World Conference on Timber Engineering (WCTE 2016)
Datum der Konferenz:
22.-25. August 2016
Verlag / Institution:
IMWS & ITI, Vienna University of Technology
Verlagsort:
Vienna
Publikationsdatum:
22.08.2016
Jahr:
2016
Seiten:
6301
Print-ISBN:
9783903024359
Reviewed:
ja
Sprache:
en
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