Wind and Structures
Volume 39, Number 6, 2024, pages 453-467
DOI: 10.12989/was.2024.39.6.453
Effect of wrinkling deformation on the wind-induced responses of inflated membranes
Xiaofeng Wang, Xujing Cao and Qingshan Yang
Abstract
Inflated membranes are a kind of flexible structure very sensitive to wind load. The enveloping membrane is prone
to be wrinkled under compression with very small stiffness and stresses in the direction perpendicular to wrinkles, resulting in a
significant change in the wind-induced responses of the inflated membrane. This paper studies the effect of wrinkling
deformation on the dynamic behavior of inflated membranes under wind. A thin shell model with random imperfection is
developed based on the stability theory to consider the wrinkling deformation of the enveloping membrane. The internal air is
treated as a kind of potential-based fluid to consider the air-membrane interaction. The governing equations of inflated
membranes are discretized with the finite element method. Square ETFE cushions under the time history of wind pressure
provided by the TPU database are analyzed with the developed finite element model for different initial internal pressures and
wind speeds to investigate the effect of wrinkling deformation. The results indicate that: a) Effect of the wrinkling deformation is
larger on the windward side and smaller on the leeward side with largest magnitudes on the corners; b) The wrinkling
deformation has a larger effect on the stresses with more sensitivity to the varying initial internal pressure and wind speed on the
windward side; and c) Effect of the wrinkling deformation decreases with the increasing initial internal pressure and increases
with the growing wind speed. The present research is helpful to the understanding of the effect of wrinkling deformation on the
dynamic behavior of inflated membranes under wind for their rational design and reliable engineering application.
Key Words
finite element method; inflated membranes; stability theory of plates and shells; wind-induced responses; wrinkling deformation
Address
Xiaofeng Wang: Xiaofeng Wang, Xujing Cao and Qingshan Yang
Xujing Cao: Xiaofeng Wang, Xujing Cao and Qingshan Yang
Qingshan Yang: School of Civil Engineering, Chongqing University, No.174 Shazhengjie, Shapingba, Chongqing, 400044, China