Experimental Study on the Mechanical Properties of Nylon Fabric-Reinforced Elastomeric Isolators (N-FREIs)
-
Published:2024-03-13
Issue:
Volume:
Page:
-
ISSN:0219-4554
-
Container-title:International Journal of Structural Stability and Dynamics
-
language:en
-
Short-container-title:Int. J. Str. Stab. Dyn.
Author:
Wu Yifeng1ORCID,
Fan Kai1ORCID,
Li Aiqun12,
Sha Ben3,
Si Mingfei1,
Lu Song1,
Wang Hao2ORCID
Affiliation:
1. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, P. R. China
2. School of Civil Engineering, Southeast University, Nanjing 210096, P. R. China
3. College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, P. R. China
Abstract
In recent decades, carbon fiber, glass fiber, polyester and Kevlar fiber have been utilized to replace the steel shims in conventional steel-reinforced elastomeric isolators (SREIs). This study chose nylon fabrics owing to their extreme low cost, low elastic modulus and good adhesion to rubber, and nine nylon fabric-reinforced elastomeric isolators (N-FREIs) were manufactured with different design parameters. Compression and compression shear tests were, respectively, conducted to investigate the mechanical properties together with their influential factors of the N-FREIs. Results show that the vertical load-carrying capacity of the isolator is high enough to sustain a compressive stress of 10[Formula: see text]MPa without visible damage. The compressive stiffness of N-FREI is much smaller than that of SREI, and the vertical damping ratio under cyclic compression reaches up to 7%. In the compression shear tests, the shear stiffness of the isolator first decreases and then increases as the shear strain increases within 300%, and the equivalent damping ratio varies between 9% and 14% for different sizes of the isolator. Additionally, due to the flexibility and extensibility of the low modulus nylon fabric, both vertical and horizontal stiffness decrease a bit with an increase in the number of fabric layers. Finally, a formula for calculating the horizontal stiffness of N-FREI is proposed, it provides a comprehensive mathematical model to predict the behavior of the N-FREI under horizontal shear conditions.
Funder
Science and Technology Project of the Beijing Municipal Commission of Education
National Natural Science Foundation of China
Natural Science Foundation of Jiangsu Province
Pyramid Talents Development Project-Outstanding Scholar of BUCEA
BUCEA Post Graduate Innovation
Publisher
World Scientific Pub Co Pte Ltd