contributor author | Runmin Ding | |
contributor author | Shenggang Fan | |
contributor author | Lianlian Jia | |
contributor author | Hang Zhou | |
date accessioned | 2022-05-07T20:22:46Z | |
date available | 2022-05-07T20:22:46Z | |
date issued | 2021-10-22 | |
identifier other | (ASCE)ST.1943-541X.0003213.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4282347 | |
description abstract | 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. | |
publisher | ASCE | |
title | Fire-Resistance Design Method for Stainless Steel Tubular X-Joints | |
type | Journal Paper | |
journal volume | 148 | |
journal issue | 1 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)ST.1943-541X.0003213 | |
journal fristpage | 04021237 | |
journal lastpage | 04021237-13 | |
page | 13 | |
tree | Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001 | |
contenttype | Fulltext | |