Mechanical behavior of PVDF membrane based on the uni-/bi-axial loading experiments

Author:

Ping Liu12ORCID,Bai-Jian Tang3,WenRui Li2,Ngamkhanong Chayut1ORCID

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand

2. Jiangsu University of Science and Technology, Zhenjiang, China

3. Suzhou University of Science and Technology, Suzhou, China

Abstract

Recently, composite PVDF membranes with good performance have triggered enormous interest because of their great potential application. However, the uncertainty of mechanical properties limits their application. Herein, this paper reveals the elastic modulus properties of the loading angle between warp and tensile direction using the uni-axial tensile test of SH-1050P membrane textile. In addition, the bi-axial tensile test with different loading ratios was implemented. Both uni-axial and bi-axial ductile load-displacement/stress-strain curves are featured. It is the first to establish a relationship between the elastic modulus and the loading angle using a theoretical method based on the assumption that there is no slippage and crease between yarns and matric. Furthermore, simulations with different textile parameters were carried out to verify the theoretical results. The key finding is that the elastic modulus under uni-axial load can be divided into two stages, which are elasticity and plasticity. Both of which are proportional to the sine function applied to two times the loading angle. The Poisson’s ratio of SH-1050P textile can be considered as a fixed value of 0.11. This conclusion can be extended to similar textiles. The outcome of this paper contributes to a deeper understanding of the PVDF memrane’s mechanical behavior and presents a novel insight into its response to different loading conditions.

Funder

chulalongkorn university

Chinese Government Scholarship

Ratchadaphiseksomphot Fund of Chulalongkorn University

Publisher

SAGE Publications

Subject

Building and Construction,Architecture,Civil and Structural Engineering,Conservation

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