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16 records – page 1 of 2.

Carbon Fiber and Structural Timber Composites for Engineering and Construction

https://research.thinkwood.com/en/permalink/catalogue1224
Year of Publication
2018
Topic
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Columns
Author
Anastasia Globa
Mahbube Subhani
Jules Moloney
Riyadh Al-Ameri
Publisher
American Society of Civil Engineers
Year of Publication
2018
Country of Publication
United States
Format
Journal Article
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Columns
Topic
Mechanical Properties
Keywords
CFRP
Load Carrying Capacity
Ductility
Stiffness
Failure Mode
Beam-Column Joint
Language
English
Series
Journal of Architectural Engineering
Abstract
There are environmental and potential economic advantages in using laminated veneer lumber (LVL) for building structures, but load-carrying capacity constrains uptake. Building on previous work in the field, the authors test the strategic placement of carbon fiber–reinforced polymer (CFRP) to improve the flexural strength of timber beams, investigating both...
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Composite Connections between CLT Slab and Steel Beam: Experiments and Empirical Models

https://research.thinkwood.com/en/permalink/catalogue1321
Year of Publication
2017
Topic
Design and Systems
Mechanical Properties
Connections
Material
CLT (Cross-Laminated Timber)
Steel-Timber Composite
Application
Floors

Development of CLT Shear Frame Using Metal Plate Insert Connections

https://research.thinkwood.com/en/permalink/catalogue697
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Author
Akihisa Kitamori
Shoichi Nakashima
Hiroshi Isoda
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Topic
Connections
Mechanical Properties
Keywords
Failure Mode
Joints
Steel Plate
Strength
Steel Connectors
Language
English
Conference
World Conference on Timber Engineering
Notes
August 10-14, 2014, Quebec City, Canada
Abstract
The purpose of this study is to develop a high strength leg joint for shear wall made of small size cross laminated timber panel in a simple system. The joint of CLT in which steel plate was inserted in the central slit and fixed by high strength bolt at...
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Experimental and Numerical Performance of Shear Connections in CLT–Concrete Composite Floor

https://research.thinkwood.com/en/permalink/catalogue1375
Year of Publication
2018
Topic
Mechanical Properties
Connections
Material
Timber-Concrete Composite
Application
Floors
Author
Khai Quang Mai
Aron Park
Kihak Lee
Publisher
Springer Netherlands
Year of Publication
2018
Country of Publication
Netherlands
Format
Journal Article
Material
Timber-Concrete Composite
Application
Floors
Topic
Mechanical Properties
Connections
Keywords
Pushout Tests
Load-Slip Behaviour
Slip Modulus
Failure Mode
Shear Connectors
Finite Element Analysis
Language
English
Series
Materials and Structures
ISSN
1871-6873
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Experimental Study of the Mechanical Behavior of Timber-Concrete Shear Connections with Threaded Reinforcing Bars

https://research.thinkwood.com/en/permalink/catalogue1792
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
Timber-Concrete Composite
Application
Beams

Flexural Behavior of FRP and Steel Reinforced Glulam Beams: Experimental and Theoretical Evaluation

https://research.thinkwood.com/en/permalink/catalogue171
Year of Publication
2016
Topic
Design and Systems
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams

Flexural Reinforcement of Glulam Beams with CFRP Plates

https://research.thinkwood.com/en/permalink/catalogue1447
Year of Publication
2016
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams

Glulam Mechanical Characterization

https://research.thinkwood.com/en/permalink/catalogue334
Year of Publication
2012
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Author
Hélder Sousa
Jorge Branco
Paulo Lourenço
Publisher
Scientific.net
Year of Publication
2012
Country of Publication
Switzerland
Format
Journal Article
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Topic
Mechanical Properties
Keywords
Bending Test
Modulus of Elasticity
Failure Mode
Language
English
Series
Materials Science Forum
Abstract
The glued laminated timber (glulam) mechanical properties may be evaluated through the determination of the key mechanical properties of the lamellae that compose that element. Simple bending and tension parallel to the grain tests were performed in...
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High Performance CFRP-Timber-Concrete Laminated Composite Members

https://research.thinkwood.com/en/permalink/catalogue1698
Year of Publication
2016
Topic
Mechanical Properties
Material
Timber-Concrete Composite
Application
Beams
Author
Jeno Balogh
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Timber-Concrete Composite
Application
Beams
Topic
Mechanical Properties
Keywords
Strength
Stiffness
Loading
Short-term
Laboratory Tests
Finite Element Model
Tension
CFRP
Failure Mode
Language
English
Conference
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 4352-4359
Abstract
This paper deals with laminated timber-concrete (LTC) composite beam members, for applications in sustainable building structures, in which the interlayer connection is achieved with adhesives, similarly to the glued laminated timber beams, instead of the classically used shear connectors (e.g. mechanical connectors or notches). Only...
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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
Katrin Kudla
Simon Mönch
Ulrike Kuhlmann
David Volk
Tobias Götz
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
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...
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16 records – page 1 of 2.