Journal of South China University of Technology (Natural Science Edition) ›› 2014, Vol. 42 ›› Issue (10): 125-130.doi: 10.3969/j.issn.1000-565X.2014.10.020

• Architecture & Civil Engineering • Previous Articles     Next Articles

Uniaxial and Biaxial Tensile Tests and Analysis of ETFE Foils

Chen Yu-feng  Chen Wu-jun  Zhao Bing   

  1. Space Structures Research Centre, Shanghai Jiao Tong University, Shanghai 200030, China
  • Received:2013-12-24 Revised:2014-06-02 Online:2014-10-25 Published:2014-10-01
  • Contact: 陈务军(1969-),男,教授,博士生导师,主要从事索-膜结构结构力学性能研究 E-mail:cwj@sjtu.edu.cn
  • About author:陈宇峰(1977-),男,博士生,主要从事空间薄膜结构力学性能研究.E-mail:cyf221722@163.com
  • Supported by:

    国家自然科学基金资助项目(51278299)

Abstract:

In the investigation, a dumbbell-shape ETFE foil specimen is employed to conduct mono-uniaxial tensile tests, thus obtaining commonly-used mechanical parameters, namely, yield strength, yield strain, tangent modulus and secant modulus. According to the visco-elastic and plastic features of ETFE foils, the equivalent strain energy method is adopted to calculate the equivalent elastic modulus of ETFE foils. It is found that the calculated equivalent elastic modulus falls in between the tangent modulus and the secant elastic modulus. Then, a set-up is developed particularly for the biaxial test of ETFE foils and is used to perform a series of corresponding tests, and the decoupled biaxial elastic modulus is formulated according to the orthotropic elastic film engineering theory. Based on the stress-strain curve of the biaxial tensile test of ETFE foils, the coupled modulus of a 250mm ETFE foil is found to be 1163MPa at the bilateral stress ratio of 1:1. Based on the orthotropic theory, the decoupled modulus of the ETFE foil is found to be 814.2MPa, which is close to the equivalent elastic modulus obtained through the uniaxial tensile test.

Key words: ETFE foil, uniaxial tensile test, biaxial tensile test, equivalent strain energy, elastic modulus