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6 records – page 1 of 1.

Behaviour of Mechanically Laminated CLT Members

https://research.thinkwood.com/en/permalink/catalogue291
Year of Publication
2015
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Kuklík, Petr
Velebil, Lukáš
Publisher
IOP Publishing Ltd
Year of Publication
2015
Country of Publication
Latvia
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Connections
Mechanical Properties
Keywords
Shear Stress
Torsional Stiffness
Slip Modulus
Lamination
Language
English
Conference
International Conference on Innovative Materials, Structures and Technologies
Research Status
Complete
Notes
September 30-October 2 2015, Riga, Latvia
Online Access
Free
Resource Link
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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
Country of Publication
Austria
Format
Conference Paper
Material
Timber-Concrete Composite
Application
Floors
Topic
Connections
Mechanical Properties
Keywords
Slip Modulus
Notched Connections
Push-Out Tests
Failure Mode
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4386-4394
Abstract
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...
Online Access
Free
Resource Link
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Shear Tests on Glulam-CLT Joints with Double-Sided Punched Metal Plate Fasteners and Inclined Screws

https://research.thinkwood.com/en/permalink/catalogue275
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
General Application

Slip Modulus of Screws in Timber and Lightweight Concrete Composite Structures

https://research.thinkwood.com/en/permalink/catalogue1794
Year of Publication
2018
Topic
Connections
Material
Timber-Concrete Composite
Application
Floors
Author
Kozaric, Ljiljana
Kukaras, Danijel
Prokic, Aleksandar
Beševic, Miroslav
Kekanovic, Milan
Year of Publication
2018
Country of Publication
United States
Citation
Kozaric, L., Kukaras, D., Prokic, A., Besevic, M., and Kekanovic, M. (2018). "Slip modulus of screws in timber and lightweight concrete composite structures," BioRes. 13(3), 6021-6032.
Format
Journal Article
Material
Timber-Concrete Composite
Application
Floors
Topic
Connections
Keywords
Tension
Compression
Weight
Slip Modulus
Connectors
Push-Out Tests
Eurocode 2
Eurocode 5
Language
English
Research Status
Complete
Series
BioResources
Online Access
Free
Resource Link
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Study Shear Behavior for Stud-Groove Connector in Timber-Concrete Composite Structure

https://research.thinkwood.com/en/permalink/catalogue2014
Year of Publication
2018
Topic
Mechanical Properties
Connections
Material
Timber-Concrete Composite
Glulam (Glue-Laminated Timber)
Application
General Application

Truss Plates for Use as Wood-Concrete Composite Shear Connectors

https://research.thinkwood.com/en/permalink/catalogue732
Year of Publication
2012
Topic
Connections
Design and Systems
Mechanical Properties
Material
Timber-Concrete Composite
LVL (Laminated Veneer Lumber)
Application
Beams
Author
Clouston, Peggi
Schreyer, Alexander
Organization
Structures Congress
Publisher
American Society of Civil Engineers
Year of Publication
2012
Country of Publication
United States
Format
Conference Paper
Material
Timber-Concrete Composite
LVL (Laminated Veneer Lumber)
Application
Beams
Topic
Connections
Design and Systems
Mechanical Properties
Keywords
shear connectors
Truss Plates
Slip-modulus
Ultimate Shear Capacity
Push-Out
Bending Stiffness
Strength
Four Point Bending Test
Language
English
Conference
Structures Congress 2011
Research Status
Complete
Notes
April 14-16, 2011, Las Vegas, Nevada, United States
Abstract
Wood-concrete composite systems are well established, structurally efficient building systems for both new construction and rehabilitation of old timber structures. Composite action is achieved through a mechanical device to integrally connect in shear t...
Online Access
Payment Required
Resource Link
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6 records – page 1 of 1.