4.7 Article

Experimental study of the compressive properties of a wood-plastic composite at different temperatures

Journal

POLYMER COMPOSITES
Volume 43, Issue 10, Pages 7372-7378

Publisher

WILEY
DOI: 10.1002/pc.26815

Keywords

compressive property; different temperatures; reduction factor; wood-plastic composite

Funding

  1. Educational Reform Project of Nanjing University of Finance Economics
  2. Science and technology plan project of Nanjing construction industry [Ks2207]
  3. Sentai WPC Group Co., Ltd
  4. Young Scholars Support Project of Nanjing University of Finance Economics
  5. Natural Science Foundation of Jiangsu Province of China [BK20190796]

Ask authors/readers for more resources

Wood-plastic composites (WPCs) are environmentally friendly materials with good weather resistance and low cost. This study investigates the effects of temperature on the failure mode, uniaxial compressive strength, elastic modulus, and stress-strain relationship of WPC. Mathematical models are proposed to predict the mechanical properties of WPC in different temperature environments.
Wood-plastic composites (WPCs) are environmentally friendly materials with good weather resistance and low cost. To investigate the feasibility of their use in different environments, a WPC was designed and subjected to a uniaxial compression test at seven temperatures to obtain the failure mode, uniaxial compressive strength, elastic modulus, proportional limit stress, peak stress, and ultimate strain. The results showed the following. The failure modes of the WPC specimens at various temperatures were mainly shear compression failure, double shear failure, and end compression failure. The uniaxial compressive strength and elastic modulus decreased with increasing temperature. Specifically, at temperatures of -60 degrees C, 20 degrees C (normal temperature), and 60 degrees C, the WPC had an average compressive strength of 73.55, 33.7, and 13.51 MPa, respectively, and an average elastic modulus of 7819.11, 6141.71, and 2650.17 MPa, respectively. In terms of the WPC's stress-strain relationship, at a temperature greater than the normal temperature, the WPC had a small peak stress but good ductility; at the normal temperature and below, the WPC had a large peak stress but poor ductility. Based on these findings, the experimental phenomena and characteristic constants were analyzed to establish models of factors that reduce the uniaxial compressive elastic modulus and compressive strength of WPC at different temperatures, to provide a theoretical basis for the mechanical calculations for the application of WPC in various extreme environments.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available