Test on the Mechanical Performance of Glue-Laminated Timber Reinforced with GFRP for Structural Materials

Zi Xiang Chen; Rui Lin He; Qing Qing Zhao; Xian Yan Zhou; Zhong Feng Zhang

doi:10.4028/www.scientific.net/AMM.847.53

Paper Titles

Fatigue Behavior of Cement Asphalt Emulsion Mortar
p.25

Structural Condition Evaluation of an In-Service Glued-Laminated Timber Bridge Based on the Dynamic and Static Testing
p.31

Experimental Study on Mechanical Properties of Larch Glulam Columns under Axial Compression
p.38

Experimental Investigation on the Compressive Behaviour of Clay Brick Masonry Columns Confined by BFRP or Steel Wires
p.46

Test on the Mechanical Performance of Glue-Laminated Timber Reinforced with GFRP for Structural Materials
p.53

Experimental Investigation of Glass and Carbon FRCM Composite Materials Applied onto Concrete Supports
p.60

Experimental Tests on Composite Steel-Concrete Truss Beams
p.68

A Theoretical Model to Evaluate the Compressive Behaviour of RС Jacketed Columns
p.79

Disproportionate Collapse Simulations
p.87

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 847Test on the Mechanical Performance of...

Test on the Mechanical Performance of Glue-Laminated Timber Reinforced with GFRP for Structural Materials

Abstract:

The basic mechanical performance of glue laminated timber (GLT) reinforced with glass fiber reinforced plastic (GFRP) for structural materials was studied. The differences of mechanical performance of the GLT reinforced with GFRP and the common GLT were compared by the test, and the quantitative influence of reinforcement ratio and arrangement pattern of GFRP on the mechanical performance was investigated. The test results showed that the static bending strength of GLT increased with the increasing of GFRP reinforcement ratio, and the reasonable arrangement pattern of GFRP could improve the internal bonding strength of GLT. The influence of reinforcement ratio and arrangement pattern of GFRP on the elastic modulus was relatively small. Finally, a mathematical model of static bending strength for GLT reinforced with GFRP was proposed, which can consider the influence of reinforcement ratio and GFRP arrangement pattern

You might also be interested in these eBooks

Advances in Civil and Infrastructure Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 847)

Pages:

53-59

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.847.53

Citation:

Cite this paper

Online since:

July 2016

Authors:

Zi Xiang Chen, Rui Lin He, Qing Qing Zhao, Xian Yan Zhou, Zhong Feng Zhang*

Keywords:

Glass Fiber Reinforced Plastic, Glue Laminated Timber, Mechanical Performance, Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] C.M. Fan , Development prospects of wood structure in China. Architectural Technology, 2003(4): 297-299.

Google Scholar

[2] Z.F. Zhang, X.Y. Zhou, J.H. Li, Study on mechanics of laminated veneer lumber for wood bridge based on China Southern Plantation. Key Engineering Materials, 2011, 467-469: 1711-1715.

DOI: 10.4028/www.scientific.net/kem.467-469.1711

Google Scholar

[3] G.Q. Dong, Study on the structural performance of laminated veneer lumber (LVL) beams. Nanjing University of Technology: (2005).

Google Scholar

[4] B. Xue, Y. Hu, Mechanical properties analysis and reliability assessment of laminated veneer lumber (LVL) having different patterns of assembly. BioResources, 2012, 7(2): 1617-1632.

DOI: 10.15376/biores.7.2.1617-1632

Google Scholar

[5] B. Franke, P. Quenneville, Investigation of the splitting behaviour of radiate pine and LVL under tension and shear. World Conference on Timber Engineering 2012, 2012: 230-235.

Google Scholar

[6] X.Y. Zhou, Z.F. Zhang, J. H Li, et al. Study on mechanics of GFRP composite wood for timberwork on China Southern Plantation. Advanced Materials Research, 2011, 168-170: 578-581.

DOI: 10.4028/www.scientific.net/kem.480-481.246

Google Scholar