Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fire-Resistance Design Method for Stainless Steel Tubular X-Joints
An experimental study was carried out on the fire-resistant performance of six stainless steel tubular X-joints. The failure process and behavioral responses of all specimens were determined, and the failure criteria of stainless steel tubular X-joints at elevated temperatures was developed. Numerical simulation was performed of the stainless steel tubular X-joints subjected to fire, and the accuracy of the model was verified by comparison with the experimental results. By referring to the yield line model in the existing specifications, a yield line model that simultaneously considers the deformation of the chord flange and web was established for stainless steel tubular X-joints. Through theoretical derivation and fitting, the prediction formula of failure temperature for stainless steel tubular X-joints without considering the effect of chord preload was obtained and then modified with the finite-element results. The adverse effect of chord preload on the failure temperature of tubular X-joint was explored using parametric analysis, and the expression of the reduction factor of failure temperature for stainless steel tubular X-joints under chord preload was obtained. A fire-resistance design method for stainless steel tubular X-joints under chord preload is proposed.
Fire-Resistance Design Method for Stainless Steel Tubular X-Joints
An experimental study was carried out on the fire-resistant performance of six stainless steel tubular X-joints. The failure process and behavioral responses of all specimens were determined, and the failure criteria of stainless steel tubular X-joints at elevated temperatures was developed. Numerical simulation was performed of the stainless steel tubular X-joints subjected to fire, and the accuracy of the model was verified by comparison with the experimental results. By referring to the yield line model in the existing specifications, a yield line model that simultaneously considers the deformation of the chord flange and web was established for stainless steel tubular X-joints. Through theoretical derivation and fitting, the prediction formula of failure temperature for stainless steel tubular X-joints without considering the effect of chord preload was obtained and then modified with the finite-element results. The adverse effect of chord preload on the failure temperature of tubular X-joint was explored using parametric analysis, and the expression of the reduction factor of failure temperature for stainless steel tubular X-joints under chord preload was obtained. A fire-resistance design method for stainless steel tubular X-joints under chord preload is proposed.
Fire-Resistance Design Method for Stainless Steel Tubular X-Joints
Ding, Runmin (Autor:in) / Fan, Shenggang (Autor:in) / Jia, Lianlian (Autor:in) / Zhou, Hang (Autor:in)
22.10.2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Fire Resistance of Fixed-Ended Stainless Steel Tubular Columns
British Library Conference Proceedings | 2007
|Fire Resistance Tests of Concrete-Filled Stainless Steel Tubular Columns
British Library Conference Proceedings | 2013
|Design of cold-formed stainless steel tubular joints at elevated temperatures
Online Contents | 2012
|Design of cold-formed stainless steel tubular T- and X-joints
Online Contents | 2011
|