Mechanical behaviour of high strength steel T-stubs at elevated temperatures: Experimental study-Reference-Cited by-同舟云学术

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Mechanical behaviour of high strength steel T-stubs at elevated temperatures: Experimental study

Published:2023-01 Issue: Volume:182 Page:110314
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Qiang Xuhong,Shu Yue,Jiang Xu

Funder

National Key Research and Development Program of China

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. Investigations on bolted connections for high strength steel members;Puthli;J. Constr. Steel Res.,2001

2. Compressive resistance of high-strength and normal-strength steel CHS members at elevated temperatures;Kucukler;Thin-Walled Struct.,2020

3. Flange-induced buckling of plate girders of high strength steel;Nascimento;Thin-Walled Struct.,2021

4. Design of cold-formed high strength steel tubular T-joints under compression loads;Pandey;Thin-Walled Struct.,2021

5. Elevated-temperature mechanical properties of high strength structural steel S460N: Experimental study and recommendations for fire-resistance design;Qiang;Fire Saf. J.,2013

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1. Theoretical study and design recommendations on load-carrying capacity of Fe-SMA-to-steel bolted joints;Journal of Constructional Steel Research;2024-06

2. Mechanical behavior of carbon fiber-reinforced polymer/steel bonded joints after large-space fires and thermal conductivity of non-intumescent coatings;Journal of Building Engineering;2024-06

3. Theoretical investigation and design recommendations for the initial stiffness of Fe-SMA/steel bolted joints in shear;Engineering Failure Analysis;2024-04

4. Experimental study on Q355 steel T-stubs connected through high-strength ring groove rivets;Thin-Walled Structures;2024-02

5. Failure mechanism of steel frames with angle steel-bolted connections exposed to fire under progressive collapse condition;Engineering Failure Analysis;2024-01

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