Structural behavior of right-angle two-planar tubular TT-joints subjected to axial loadings at fire-induced elevated temperatures
Source abstract
Abstract
Abstract This paper aims to investigate the structural behavior of two-planar tubular TT-joints subjected to axial loading at fire induced elevated temperatures. A total number of 270 FE analyses were performed to investigate the effect of temperatures and dimensionless geometrical parameters (β, γ, and τ) parameters on the ultimate strength and initial stiffness. The joints were analyzed under axially compressive and tensile loads at five different temperatures (20 °C, 200 °C, 400 °C, 550 °C, and 700 °C). Up to now, there has not been any design equation available for determining the ultimate strength of two-planar tubular TT-joints at elevated temperature. Results of the parametric study were used to develop a set of design formulas, through nonlinear regression analyses, to calculate the ultimate strength of two-planar tubular TT-joints subjected to axial loading at elevated temperatures.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Structural Load-Bearing Analysis · Fire effects on concrete materials · Structural Response to Dynamic Loads
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