Technical Papers
Sep 23, 2021

Experimental Evaluation on Structural Behaviors of ETFE Cushion Structures Subjected to Progressive Loading

Publication: Journal of Structural Engineering
Volume 147, Issue 12

Abstract

As a kind of typical air-inflated membrane structure, ethylene–tetrafluoroethylene (ETFE) cushion has become one of the most essential engineering structures in recent decades, especially in the field of large-span spatial structures. This study experimentally investigates the mechanical properties and structural behaviors of ETFE cushion structures subjected to progressive wind loading. Specifically, two identical ETFE cushion models were fabricated based on a three-dimensional patterning design for assembling the experimental system. Progressive wind loading was efficiently simulated by applying air pressure difference directly on the membrane surface by adjusting the internal pressure of an airtight load simulation chamber that was directly connected to the ETFE cushion. The complete experimental system of each ETFE cushion model was acquired by integrating an automatic pressure control device and a measurement device. The ultimate bearing capacities of the structure models were evaluated separately through destructive tests under the progressive wind pressure and suction loads. The internal pressures, geometric shapes, strain distributions, stress distributions, and failure modes of the two ETFE cushion models were monitored and analyzed. In the wind pressure test, the ETFE cushion model was destroyed owing to the tearing destruction of edges under the ultimate bearing capacity of 20 kPa and the maximum membrane stress of 49.8 MPa. In the wind suction test, the ultimate bearing capacity and maximum stress of the structure model were 10  kPa and 40.6 MPa respectively with the tearing breaks on the central welding seams and edges. These insights and findings inspired by the experimental investigations are significant for the structural analysis, optimal design, and safety evaluation of ETFE cushion structures.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant Nos. 51708345, 51778362, and 51608270), Postdoctoral Science Foundation of China (Grant No. 2017M610253), and National Postdoctoral Program for Innovative Talents of China (Grant No. BX201600104).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 12December 2021

History

Received: Nov 25, 2019
Accepted: Jun 3, 2021
Published online: Sep 23, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 23, 2022

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Associate Professor, Space Structures Research Center, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China. Email: [email protected], [email protected]
Tenure Full Professor, Space Structures Research Center, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China (corresponding author). Email: [email protected]
Jianwen Chen [email protected]
Associate Professor, Dept. of Civil Engineering, Nanjing Univ. of Science and Technology, Nanjing 210094, China. Email: [email protected], [email protected]
Zhongliang Jing [email protected]
Distinguished Professor, School of Aeronautics and Astronautics, Shanghai Jiao Tong Univ., Shanghai 200240, China. Email: [email protected]

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