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6 records – page 1 of 1.

Bending Strength of Cross Laminated Timber Beams Loaded In Plane

https://research.thinkwood.com/en/permalink/catalogue28
Year of Publication
2014
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Beams
Author
Blaß, Hans Joachim
Flaig, Marcus
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Beams
Topic
Mechanical Properties
Keywords
Bending Strength
Monte Carlo Model
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Summary
: A computer aided numerical model for the simulation of the in-plane bending strength of CLT beams is presented. The model uses the Monte-Carlo-Method to generate mechanical characteristics of board lamellae and is suitable for the investigation of statistical effects such as homogenisation and size effects. Six different types of CLT beams, varying in size and in layup, were tested to validate the model and except for beams with only one lamella in direction of the beam height good agreement was found between the experimental results and the model’s simulations.
Online Access
Free
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Contact Joints in Engineered Wood Products

https://research.thinkwood.com/en/permalink/catalogue1558
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Author
Schmidt, Tobias
Blaß, Hans Joachim
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Topic
Connections
Mechanical Properties
Keywords
Contact Joints
Joints
Stiffness
Load Carrying Capacity
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1321-1328
Summary
Cross laminated timber (CLT) members are especially suited for in-plane loads due to their high shear strength and stiffness. However, available connection techniques show limited load-carrying capacities and stiffness values in comparison to the shear capacity of CLT...
Online Access
Free
Resource Link
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Static and Dynamic Behavior of Stiffening Shear Walls in Dowel-Laminated Timber Construction

https://research.thinkwood.com/en/permalink/catalogue932
Year of Publication
2016
Topic
Seismic
Connections
Material
DLT (Dowel Laminated Timber)
Application
Shear Walls
Wood Building Systems

Rod-Shaped Components Made of Cross-Laminated Timber

https://research.thinkwood.com/en/permalink/catalogue1174
Year of Publication
2012
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Beams
Author
Flaig, Marcus
Blaß, Hans Joachim
Organization
Karlsruher Institut für Technologie
Publisher
KIT Scientific Publishing
Year of Publication
2012
Country of Publication
Germany
Format
Report
Material
CLT (Cross-Laminated Timber)
Application
Beams
Topic
Mechanical Properties
Keywords
Load-Bearing Behavior
Notches
Holes
Language
German
Research Status
Complete
Online Access
Free
Resource Link
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Timber Engineering - Principles for Design

https://research.thinkwood.com/en/permalink/catalogue1922
Year of Publication
2017
Topic
Design and Systems
Serviceability
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Timber-Concrete Composite
Author
Blaß, Hans Joachim
Sandhaas, Carmen
Organization
Karlsruher Institut für Technologie
Publisher
KIT Scientific Publishing
Year of Publication
2017
Country of Publication
Germany
Format
Book/Guide
Material
CLT (Cross-Laminated Timber)
Timber-Concrete Composite
Topic
Design and Systems
Serviceability
Mechanical Properties
Keywords
Eurocode 5
European Standards
Structural Design
Language
English
Research Status
Complete
Notes
DOI: 10.5445/KSP/1000069616
ISBN
978-3-7315-0673-7
Summary
This comprehensive book provides in-depth knowledge and understanding of design rules according to Eurocode 5. It is based on the first edition of the STEP (Structural Timber Education Programme) series, which was prepared in 1995 by about 50 authors from 14 European countries. The present work updates and extends the STEP compilation and is aimed at students, structural engineers and other timber structure professionals.
Online Access
Free
Resource Link
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6 records – page 1 of 1.