Published Date
15 May 2016, Vol.111:191–198, doi:10.1016/j.conbuildmat.2016.02.051
Author
T. Pulngern a,,
T. Chitsamran a
S. Chucheepsakul a
V. Rosarpitak b
S. Patcharaphun c
N. Sombatsompop d
Wood/PVC composites
Mechanical properties
Creep characteristics
Power law model
Pickel’s model
Temperature effect
For further details log on website :
http://www.sciencedirect.com/science/article/pii/S2215038215300029
15 May 2016, Vol.111:191–198, doi:10.1016/j.conbuildmat.2016.02.051
Author
aDepartment of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi (KMUTT), Thongkru, Bangmod, Bangkok 10140, Thailand
bV.P. Wood Co., Ltd., 25/5 Moo 4, Soi Suksawad 66, Bangmod, Thungkru, Bangkok 10140, Thailand
cDepartment of Material Engineering, Faculty of Engineering, Kasetsart University (KU), Chatuchak, Bangkok 10900, Thailand
dPolymer PROcessing and Flow (P-PROF) Group, School of Energy, Environment and Materials, King Mongkut’s University of Technology Thonburi (KMUTT), Thongkru, Bangmod, Bangkok 10140, Thailand
Received 23 July 2015. Revised 3 December 2015. Accepted 17 February 2016. Available online 23 February 2016.
Highlights
- We presented effect of temperature on mechanical properties and creep responses of Wood/PVC composites.
- •We provided empirical equation representing mechanical properties as a function of temperature.
- •The creep models combining time–stress and time–stress–temperature dependencies were obtained.
- •Good correlations between analytical models and experimental results were obtained.
Abstract
This work presents the effect of temperature on mechanical properties and tensile creep responses of Wood/PVC (WPVC) composite materials. The materials were produced by an industrial scale twin crew extruder using the weight ratio of wood and PVC compound of 1:1. The tensile, compressive, and flexural properties were determined at various temperatures (25 °C, 40 °C, 50 °C, 60 °C, and 70 °C). The tensile creep responses and creep models at these temperatures were also included in this work. The experimental results indicate that mechanical strength of WPVC composites decreased significantly at temperature higher than 50 °C while the modulus of elasticity was affected significantly at temperature higher than 60 °C. The material properties at large deformation as mechanical strength was found to be more sensitive to the temperature change than the mechanical modulus at small deformation. The empirical equation representing mechanical properties as a function of temperature was also provided together with recommended adjustment factors for the design phase. The creep models combining time–stress dependencies using power form and time–stress–temperature dependencies using Pickel’s form were obtained. Close agreement was observed representing adequacy of these models to predict the long-term deformation of the WPVC composites. This provided information would be useful for the design of WPVC composite member in structural and construction applications.
Keywords
- ⁎ Corresponding author.
For further details log on website :
http://www.sciencedirect.com/science/article/pii/S2215038215300029
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