Determination of high-temperature creep and post-creep response of structural steels

Author:

Wu Zhenli,Li Lingzhi,Wu Renjun,Lu Zhoudao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Advanced Mechanics of Materials, 1/e;Solecki,1985

2. Deterioration of mechanical properties of high strength structural steel S460N under steady state fire condition;Qiang;Mater. Des.,2012

3. Dependence of mechanical properties of high strength steel S690 on elevated temperatures;Kolstein;Constr. Build. Mater.,2012

4. Response of steel beam–columns exposed to fire;Kodur;Eng. Struct.,2009

5. Structural steel ASTM A709-behavior at uniaxial tests conducted at lowered and elevated temperatures, short-time creep response, and fracture toughness calculation;Brnic;J. Eng. Mech.,2010

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2. Mechanical properties and constitutive models of Q460GJ steel at elevated temperatures;Journal of Constructional Steel Research;2024-10

3. Research on a creep constitutive model of compacted graphite cast iron and its parameter identification method;Fatigue & Fracture of Engineering Materials & Structures;2024-02-13

4. Research on Creep Constitutive Model and Creep-Life Calculation Method for Steels;Journal of Materials in Civil Engineering;2023-10

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