Composite Solutions for Glulam Joints

Mikhail Vodiannikov; Galina Kashevarova

doi:10.4028/www.scientific.net/KEM.801.47

Paper Titles

Fabrication of Bioactive Glass with Titanium Ion Doping via Various Reactive Environments
p.21

Degree of Conversion of Experimental Light-Cured Orthodontic Adhesives
p.27

Effect of Surface Treatment on Physical and Mechanical Properties of Nickel-Titanium Orthodontic Archwires by Fine Particle Shot Peening Method
p.33

Frictional and Mechanical Properties of Surface Modified Nickel-Titanium Orthodontic Archwires
p.39

Composite Solutions for Glulam Joints
p.47

Material Selection of Natural Fibers for Composite Automotive Component Using Analytic Hierarchy Process/Analytic Network Process in Concurrent Engineering Approach
p.53

Study on Stacking Sequence of Plies in Green Sandwiches for Low Velocity Impact Application
p.59

Evaluation of 3D Embedded Element Technique in the Finite Element Analysis for the Composite
p.65

Determination of Mode II Interlaminar Fracture Toughness of CFRP Composites Using Numerical Simulations
p.71

HomeKey Engineering MaterialsKey Engineering Materials Vol. 801Composite Solutions for Glulam Joints

Composite Solutions for Glulam Joints

Abstract:

The current level of the development of composite materials allows producing laminate structures with the desired properties. The application of supercomputer calculation and software systems, numerical modeling methods using finite elements enables the design and analysis of such structures. This article deals with design and calculation methods; the results of the full-scale tests of the joints of glued laminated timber with carbon fiber dowel pins and plates are presented. An overview of the behavior of such structures in corrosive environment and the comparative analysis with traditional steel components are also presented herein. Advantages and disadvantages of glulam joints where composite materials are used are noted. Examples of the joint use of composi\te materials and timber in Russia and internationally are given. Conclusions about the possibilities and ways of using composite materials in the design of wide-spanned glued timber structures are drawn.

You might also be interested in these eBooks

Composite Materials and Material Engineering III

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 801)

Pages:

47-52

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.801.47

Citation:

Cite this paper

Online since:

May 2019

Authors:

Mikhail Vodiannikov*, Galina Kashevarova

Keywords:

ANSYS, Carbon Fiber, Construction Materials, Corrosion, Durability, Environment, Experiment, Glued Laminated Timber Structures, Maintenance, Mechanical Properties, Observation, Reliability, Steel

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Kalugin A 2008 Wooden constructions: the university tutorial (Moscow: ASV).

Google Scholar

[2] Gappoev M 2004 Wooden and plastic constructions (Moscow).

Google Scholar

[3] SP 64.13330.2011 2011 National construction regulations «Wood constructions» (Moscow).

Google Scholar

[4] Vodiannikov M A 2017 Analysis of Wood Structure Connections Using Cylindrical Steel and Carbon Fiber Dowel Pins (IOP Conference Series: Materials Science and Engineering.

DOI: 10.1088/1757-899x/205/1/012031

Google Scholar

[5] Gugutsidze G and Draskovic F 2010 Reinforcement of Timber Beams With Carbon Fibers Plastics (Slovak Journal of Civil Engineering) pp.1-6.

DOI: 10.2478/v10189-010-0006-4

Google Scholar

[6] American Chemical Society National Historic Chemical Landmarks 2003 High Perfomance Carbon Fibers (Parma, Ohio).

Google Scholar

[7] Lennartz M W 2016 New Architecture in Wood: Forms and Structures (Basel) vol 1.

Google Scholar

[8] Basov K A 2002 ANSYS examples (Moscow).

Google Scholar