Finite Element Simulation for Creep Response of Strengthened Wood/PVC Composite

Article Preview

Abstract:

This paper investigates the finite element simulation to predict the creep response of Wood/PVC (WPVC) composite members before and after strengthening by using high carbon steel (HCS) flat bar strip adhered to the tension side. The creep parameters based on power law models of WPVC composites and the HCS flat bars were determined experimentally. Then, the nonlinear finite element analysis (FEA) software of ABAQUS was applied to predict the creep behaviors of composite members using the obtained experimentally creep parameters of individual component of WPVC composites and HCS flat bars. Good correlation between finite element simulation and experimental results are obtained for all cases. ABAQUS software with power law creep model show good potential for prediction the creep response of WPVC composites before and after strengthening.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

261-264

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Jaing H, Kamdem DP. Development of poly(vinyl chloride)/wood composite: a literature review. J Vinyl Addit Technol 2004; 10(2): 59-69.

DOI: 10.1002/vnl.20009

Google Scholar

[2] Sombatsompop N, Prapruit W, Chaochanchaikul K, Pulngern T, Rosapitak V. Effect of cross section design and testing conditions on the flexural properties of wood/PVC composite beams. J Vinyl Addit Technol 2010; 16(1): 33-41.

DOI: 10.1002/vnl.20202

Google Scholar

[3] Pulngern T, Chucheepsakul S, Padyenchean C, Sombatsompop N, Prapruit W, Chaochanchaikul K, Rosarpitak V. Effect of cross section design and testing conditions on the creep and fatigue properties of wood/PVC composite beams. J Vinyl Addit Technol 2010; 16(1): 42-49.

DOI: 10.1002/vnl.20227

Google Scholar

[4] Naghipour M, Mematzadeh M, Yahyazadeh Q. Analytical and experimental study on flexural performance of WPC-FRP beams. Constr Build Mater 20111; 25(2): 829-837.

DOI: 10.1016/j.conbuildmat.2010.06.104

Google Scholar

[5] Pulngern T, Padyenchean C, Rosarpitak, W, Prapruit W, Sombatsompop, N. Flexural and creep strengthening of wood/PVC composite members using flat bar strips, Mat & Design 2011; 3431-39.

DOI: 10.1016/j.matdes.2011.02.005

Google Scholar

[6] Pulngern T, Chimkhlai A, Rosapitak V, Sombatsompop N. Analytical numerical and experimental investigations on flexural strengthening for wood/PVC composite members using flat bar strips. Constr Build Mater 2013, 41, 545-556.

DOI: 10.1016/j.conbuildmat.2012.12.017

Google Scholar

[7] Davids WG, Dagher HJ, Breton JM. Modeling creep deformations of FRP reinforced glulam beams. Wood Fiber Sci 2000; 34: 426–41.

Google Scholar

[8] Yahyaei-Moayyed M, Taheri F. Experimental and computational investigations intocreep response of AFRP reinforced timber beams. Composite Structures 2011; 616-628.

DOI: 10.1016/j.compstruct.2010.08.017

Google Scholar

[9] American Society for Testing and Materials. Standard test methods for tension testing of metallic materials, ASTM E8-11. Philadelphia; (2011).

Google Scholar

[10] American Society for Testing and Materials. Standard test methods of static tests of lumber in structural sizes. ASTM D198-09. Philadelphia; (2009).

Google Scholar

[11] American Society for Testing and Materials. Standard test methods for tensile, compressive, and flexural creep and creep-rupture of plastics (ASTM D 2990-01). West Coshohocken, PA: ASTM International; (2009).

DOI: 10.1520/d2990-01

Google Scholar

[12] Findley WN. Creep and relaxation of nonlinear viscoelastic materials. Dover Publication; (1989).

Google Scholar

[13] ABAQUS CAE V. 6. 3 User's Manual, Habbit, Karlsson and Sovensen, Inc. USA, (2004).

Google Scholar