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6 records – page 1 of 1.

Analysis of Shear Transfer and Gap Opening in Timber–Concrete Composite Members with Notched Connections

https://research.thinkwood.com/en/permalink/catalogue1399
Year of Publication
2017
Topic
Connections
Mechanical Properties
Material
Timber-Concrete Composite
Application
General Application
Author
Lorenzo Boccadoro
René Steiger
Simon Zweidler
Andrea Frangi
Publisher
Springer Netherlands
Year of Publication
2017
Country of Publication
Netherlands
Resource Type
Journal Article
Material
Timber-Concrete Composite
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Notched Connections
Analytical Model
Shear Stress
Failure
Language
English
Series
Materials and Structures
ISSN
1871-6873
Online Access
Payment Required
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Bending Tests on Timber-Concrete Composite Members Made of Beech Laminated Veneer Lumber with Notched Connection

https://research.thinkwood.com/en/permalink/catalogue1349
Year of Publication
2017
Topic
Mechanical Properties
Material
Timber-Concrete Composite
LVL (Laminated Veneer Lumber)
Application
General Application

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
Katrin Kudla
Simon Mönch
Ulrike Kuhlmann
David Volk
Tobias Götz
Year of Publication
2016
Country of Publication
Austria
Resource Type
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 / Proceeding
World Conference on Timber Engineering
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
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Long-Term Behavior of Wood-Concrete Composite Floor/Deck Systems with Shear Key Connection Detail

https://research.thinkwood.com/en/permalink/catalogue733
Year of Publication
2007
Topic
Connections
Design and Systems
Serviceability
Material
Timber-Concrete Composite
Application
Floors
Decking
Author
Massimo Fragiacomo
Richard Gutkowski
Jeno Balogh
R. Fast
Publisher
American Society of Civil Engineers
Year of Publication
2007
Country of Publication
United States
Resource Type
Journal Article
Material
Timber-Concrete Composite
Application
Floors
Decking
Topic
Connections
Design and Systems
Serviceability
Keywords
Finite Element Model
Long-term
Notched Connections
Moisture Content
Deflection
Language
English
Series
Journal of Structural Engineering
Abstract
The paper investigates the long-term behavior of wood-concrete composite beams with notched connection detail. The experimental program comprised the characterization of the component materials (wood, concrete, and connection detail) and long-term tests ...
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Three-Dimensional Modeling of Long-Term Structural Behavior of Wood-Concrete Composite Beams

https://research.thinkwood.com/en/permalink/catalogue868
Year of Publication
July 2013
Topic
Mechanical Properties
Material
Timber-Concrete Composite
Application
Beams
Author
Massimo Fragiacomo
Jeno Balogh
Lam To
Richard Gutkowski
Publisher
American Society of Civil Engineers
Year of Publication
July 2013
Country of Publication
United States
Resource Type
Journal Article
Material
Timber-Concrete Composite
Application
Beams
Topic
Mechanical Properties
Keywords
Time Dependent Behavior
Notched Connections
Long-term
Static Loading
Finite Element Model
Numerical model
Moisture Content
Temperature
Language
English
Series
Journal of Structural Engineering
Abstract
This paper presents a three-dimensional (3D) numerical model for capturing the time-dependent behavior of layered wood-concrete composite beams with notched shear key interlayer connections, subject to long-term static load and simultaneous exposure to naturally...
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Timber-Concrete Composite Slabs Made of Beech Laminated Veneer Lumber

https://research.thinkwood.com/en/permalink/catalogue1493
Year of Publication
2016
Topic
Mechanical Properties
Design and Systems
Material
LVL (Laminated Veneer Lumber)
Timber-Concrete Composite
Application
General Application
Author
Lorenzo Boccadoro
Simon Zweidler
Andrea Frangi
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Timber-Concrete Composite
Application
General Application
Topic
Mechanical Properties
Design and Systems
Keywords
Beech
Notched Connections
Stiffness
Load Carrying Capacity
Reliability
Ductility
Analytical Model
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 167-176
Abstract
This paper focuses on the structural behaviour of timber-concrete composite slabs made of beech laminated veneer lumber (LVL) plates with notched connection. In general, timber-concrete composite members are usually made of softwood, and are able to offer several advantages compared to reinforced concrete slabs and timber...
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Free
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6 records – page 1 of 1.