Creep effect on critical strength of high-strength steel columns exposed to fire-Reference-Cited by-同舟云学术

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Creep effect on critical strength of high-strength steel columns exposed to fire

Published:2020-10 Issue: Volume:220 Page:110971
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Li Guo-Qiang,Wang Xin-Xin,Zhang Chao,Cai Wen-Yu

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. Steel structures: design and behavior;Salmon,1996

2. Guide to stability design criteria for metal structures;Ziemian,2010

3. Creep mechanics;Betten,2002

4. Mechanical behavior of materials;Courtney,2005

5. Thermal creep. NADCA design. Retrieved 2017-03-29.

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1. Axial compression behavior of square steel tubes after artificial high-temperature cooling;Journal of Constructional Steel Research;2024-07

2. Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures;Journal of Constructional Steel Research;2023-08

3. Lateral Torsional Buckling Resistance and Design of High Strength Steel Beams Subjected to Nonuniform Temperature;International Journal of Structural Stability and Dynamics;2023-05-12

4. Development of design equations for ultra-high strength steel CHS columns under transient fire conditions considering thermal creep and axial restraint effects;Fire Safety Journal;2023-04

5. Creep behavior of Grade 10.9 high-strength bolts under and after fire;Construction and Building Materials;2022-10

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