Low-cycle fatigue mashing behaviours of HTRB630 high-strength steel exposed to high temperatures

Author:

Gao Li12,Zhuang Mei-Ling3,Zuo Gong12,Sun Chuanzhi12

Affiliation:

1. School of Civil Engineering and Architecture, Suqian College, Suqian, People’s Republic of China

2. Jiangsu Province Engineering Research Center of Prefabricated Building and Intelligent Construction, Suqian College, Suqian, People’s Republic of China

3. School of Transportation and Civil Engineering, Nantong University, Nantong, People’s Republic of China

Publisher

SAGE Publications

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference35 articles.

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2. Hysteretic behavior and modelling of ultra-high-strength steel bar including buckling

3. ACI Committee 318. Building code requirements for structural concrete (ACI 318-08) and commentary. Farmington Hills (MI): American Concrete Institute; 2008.

4. BS. Eurocode 2: Design of Concrete Structures. Part 1. General rules and rules for buildings. 2004. British Standards Institution Brussels Belgium 2004.

5. Technical Standards for Engineering Construction Enterprises in Jiangsu Province. T63 heat treatment technical specification for ribbed high strength reinforced concrete structure: Q/321182 KBC001-2016. Nanjing: Jiangsu Science and Technology Press; 2016.

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