Essential Design Strength and Unified Strength Condition of ETFE Membrane Material

Abstract

This study proposes essential design strength and unified strength condition for ETFE membrane materials based on the structural state-of-stress theory and formula of strength. Firstly, the tested strain data of the uniaxial rectangle-shaped specimen are modeled to obtain its state-of-stress characteristic parameter. Then, the characteristic points in the evolution curve of the characteristic parameter are detected by the cluster analysis (CA) criterion. The characteristic points are the embodiment of the natural law from quantitative change to qualitative change of a system, which define the essential strength and the essential design strength of ETFE membrane materials. Further, the essential principal stresses are derived at the characteristic points in the evolution curves of the characteristic parameters obtained by the state-of-stress analysis of the strain data from the tests of air bubbling models and cruciform specimens. Both essential principal stresses and essential strength lead to the unified formula of strength for ETFE membrane materials. Additionally, the unified strength condition is derived for the design of ETFE membrane material structures. Finally, the essential strength, essential design strength, and the unified strength conditions are compared with the existing conditions, providing a rationality to update the existing analysis and design methods for determining the strength of ETFE membrane materials.

Research Progress on the Creep Resistance of High-Temperature Titanium Alloys: A Review

“…Up to now, research has mainly focused on the mechanism of dislocation on the second phase particles. When the applied stress is higher than the Orowan stress, the dislocation bypasses the second phase particles through the Orowan mechanism, which is a nonthermally activated process and insensitive to temperature change [50]. When the applied stress is less than the Orowan stress, the dislocation passes through the second phase particles by climbing [51].…”